Strength vs. toughness optimization of microstructured composites

Size: px
Start display at page:

Download "Strength vs. toughness optimization of microstructured composites"

Transcription

1 Chaos, Solitons and Fratals 39 (29) Strength vs. toughness optimization of mirostrutured omposites Alberto Carpinteri *, Niola Pugno, Simone Puzzi Department of Strutural Engineering and Geotehnis, Politenio di Torino, Corso Dua degli Abruzzi 24, 1129 Torino, Italy Aepted 25 May 27 Abstrat Aim of this paper is to present a new fratal approah linking the marosopi mehanial properties of miro- and nano-strutured materials with the main parameters: omposition, grain size and strutural dimension, as well as ontiguity and mean free path. Assuming the key role played by the interfaes, the proposed fratal energy approah unifies the influenes of all the above parameters, through the introdution of a fratal strutural parameter (FSP), whih represents an extension of the Gurland s strutural parameter. This modeling approah is assessed through an extensive omparison with experimental data on poly rystalline diamond (PCD) and WC Co alloys. The results learly show that the theoretial fratal preditions are in a fairly good agreement with the experiments on both hardness and toughness. This new syntheti parameter is thus proposed to investigate, design and optimize new miro- and nano-grained materials. Eventually, FSP-based optimization maps are developed, that allow to design new materials with high hardness and toughness. Ó 27 Elsevier Ltd. All rights reserved. 1. Introdution Composites onsisting of a brittle hard material, whether erami or intermetalli, reinfored with a dutile phase, are very important in several industrial appliations, due to their mehanial properties, whih inlude high hardness, wear resistane and toughness. From an experimental point of view, a diret relationship between the fabriation proess, the mirostruture and the properties of these materials has been evidened [1 3]). In the Literature several approahes, experimental, numerial and theoretial, have been proposed to orrelate the marosopi properties with the material mirostruture, but a general theory for the dependene of hardness and toughness of omposites suh as WC Co alloy or poly-rystalline diamond (PCD) on mirostrutural parameters has not been presented yet. In partiular, tungsten arbide obalt (WC Co) alloys, due to their importane in industrial appliations, have been investigated in great detail by several authors, who analysed the mirostrutural details and tried to pinpoint the most important parameters affeting the marosopi properties [4 14]. Several * Corresponding author. Tel.: ; fax: address: alberto.arpinteri@polito.it (A. Carpinteri). URL: (A. Carpinteri) /$ - see front matter Ó 27 Elsevier Ltd. All rights reserved. doi:1.116/j.haos

2 A. Carpinteri et al. / Chaos, Solitons and Fratals 39 (29) Nomenlature C D d d r H h K l N p(æ) R r r min r max S g V V g v v r W W a k r k K k Kr r ontiguity fratal exponent mean grain size referene grain size hardness mean free path toughness harateristi rak length number of grains probability density funtion strutural size grain size minimum grain size maximum grain size total grain surfae volume total grain volume volumetri fration of grains referene volumetri fration of grains total dissipated energy dissipated energy per unit volume saling exponent fratal exponent model parameter model parameter model parameter strength different approahes have been proposed for modeling both hardness (or strength) and toughness of these materials, aiming at tailoring the mehanial properties of the omposite materials by ontrolling the mirostruture all along the fabriation proess [15 21]. Regarding WC Co alloys, the relation between frature strength (and frature toughness) and mirostruture is a very attrating question, sine experiments have learly shown that these properties depend not only on the mean grain size d of WC but also on its volume fration v, the mean free path h of the Co binder and the ontiguity C of WC partiles [15,16]. The hoie of the independent parameters is still not lear and matter of researh, partiularly regarding the role of ontiguity [2]. In their pioneering paper, Lee and Gurland [16] first pointed out the role of ontiguity C and onluded that this parameter ould not be left out in any modeling attempt, whilst more reently Makhele-Lekala et al. [2] expliitly aimed at the derivation of an empirial formula relating hardness to WC grain size d and mean free path h of Co, without expliit inlusion of ontiguity. A similar result was obtained by Liu et al. [22] on the basis of a miromehanial model for polyrystalline aggregates with annular flaws surrounding the grains. Golovhan and Litoshenko [23] strengthened the view whih onsiders ontiguity not as a fundamental parameter, evidening a dependeny of C on the oeffiient of variation of the WC grain size, whilst Armstrong and Cazau [21] again inlude it in their analysis. The role of Cobalt mean free path h in ontrolling the frature toughness of WC Co alloys, first pointed out by Sigl and Fishmeister [24], is also not ompletely understood. In spite of the large number of theoretial and experimental investigations, a unified approah to the strength and toughness of these materials is at its early stages [25]. Aim of this paper is the generalization and unifiation of the influenes of the effets of all the above parameters, for both strength and toughness. In addition, the proposed model will also inlude the effet of the strutural dimension R [26], that will be defined later. It is worthwhile noting that in the fratal model, that we are going to present, the mean free path h of the Co binder and the ontiguity C of WC partiles are not inluded diretly, sine their effets are impliitly taken into aount by the proposed fratal strutural parameter.

3 1212 A. Carpinteri et al. / Chaos, Solitons and Fratals 39 (29) Composition, ontiguity, grain size, mean free path and strutural size The effet of omposition an be taken into aount by means of mixture rules. Within these rules, the mehanial behaviour of the mixture is usually assumed to be independent of the grain and strutural sizes. On the other hand, this result is learly an oversimplifiation, as experiments demonstrate. Even if more sophistiated estimates of the overall tensor mehanial properties of heterogeneous solids and a omparison with the most ommon rules of mixture have been reently proposed [27,28], a lear understanding of the phenomenon is still absent in the literature. Nevertheless, indiating with r the strength of a miro- or nano-strutured material, whih is omposed by a matrix having strength r hmatrixi rule) would predit: and grains with volumetri fration v and strength r hgraini, the simplest rule of mixture (diret r ¼ð1 vþr hmatrixi þ vr hgraini : ð1þ A similar mixture rule may also be written for the frature toughness K : K ¼ð1 vþk hmatrixi þ vk hgraini : ð2þ The role of ontiguity C, whih is defined, aording to Gurland [15], as the average fration of surfae area shared by a grain with all neighbouring partiles of the same phase, may be taken into aount by simply substituting the real volume fration v of eah phase with its ontinuous fration v (C), that an be evaluated through the ontiguity C as v ðcþ ¼ vc: As a onsequene, the role of the ontiguity an be simply onsidered substituting in the rules of mixture, at the plae of the real volume fration v, the effetive one v (C) [16]. This approah is still popular and re-proposed also in the paper by Armstrong and Cazau [21], although it is quite lear that the ontiguity is not an independent parameter [23], sine it depends on d and v, see Appendix A. The effet of the grain size may also play a onsiderable role. As the grain size dereases, there is a signifiant inrease in the volume fration of grain boundaries or interfaes. This harateristi strongly influenes the hemial and physial properties of the material. In materials that are onventionally quite strong but very brittle, suh as intermetalli ompounds and eramis, grain size redution enhanes dutility through the inreased probability of grain boundary sliding, offering onsiderable proessing advantage and performane improvements. In the ase of metals, on the other hand, the derease in grain size may bring to signifiant inreases in yield strength and elasti modulus, through the introdution of additional grain boundaries that an at as effetive barriers to disloation motion. This effet is usually desribed by means of the well-known Hall Peth law [29,3]: ð3þ r k / d 1=2 ; ð4þ where d is the mean grain size (and k is a onstant). The effet of the Co mean free path h on strength is again of the Hall Peth type and similar to that reported in Eq. (4) if d is replaed by h [16]. Its effet on the frature toughness is less lear and various dependenies of K on h have been proposed: aording to Ravihandran [19], K k /h (k is a onstant), whilst Armstrong and Cazau [21] propose a dependene of the form: K k /h 1=2. This unertainty will be overome in the forthoming treatment, in whih the effet of the mean free path is not onsidered, sine this variable depends on the volume fration v of hard phase and on the grain size d. The effet of all these parameters are usually dealt with in a asade-like approah [16,21]. In the ase of hardness (or strength), for instane, first a mixture rule of the type of Eq. (1) is written, then the effets of grain size d and mean free path h are inluded by replaing r hmatrixi and r hgraini with Hall Peth empirial relationships (see Eq. (4)). The effet of ontiguity C may be taken into aount by replaing the volume fration with the ontinuous volume fration v (C) of Eq. (3), as already stated. Regarding the strutural size R, whih is a harateristi length of the struture (e.g. the beam height in a three-point bending speimen, or the diameter in a ylindrial speimen), there is a large literature on its effet, whih is usually alled the size-sale effet. Dealing speifially with grained materials, it has been found experimentally that strength dereases with the strutural size, whereas frature energy inreases [31,32]). All these effets will be inluded in the fratal treatment, that we are going to present.

4 A. Carpinteri et al. / Chaos, Solitons and Fratals 39 (29) Energy saling In order to predit the influene of grain size, strutural dimension and omposition (volumetri grain ontent) in a unified manner, a fratal approah is herein onsidered. Contiguity and mean free path are onsidered dependent parameters. Aordingly, we assume a fratal (or self-similar) distribution of reinforement grains, for whih the probability density funtion p(r), desribing their distribution in size r in the range ½r min ; r max Š has to be written as [33 35]: D pðrþ ¼ r D min D r ffi D rd min Dþ1 r Dþ1 1 rmax r min where 2 6 D ¼ is the fratal exponent, r min is the size of the smallest grain and r max that of the largest grain. Notie that we assume r min r max, so that the first denominator in the previous equation is very lose to unity and the above approximation is justified. On the other hand, different types of grain size distribution an be onsidered as limit ases of the fratal approah, as disussed for the Gaussian by Carpinteri and Pugno [25]. The main assumption of the theory is that energy dissipation due to the presene of the reinforement phase ours only at the interfaes. It onsists of different phenomena, suh as onstrained deformation of the matrix between grains, plastiity and frature propagation. In partiular we assume that the energy dissipation W, onneted to the presene of the grains, is statistially expeted to be proportional to their total surfae area S g [33], i.e.: W / S g / Z rmax r min r 2 dn / Z rmax r min N r 2 pðrþdr / N r 2 min ; ð6þ where r max is the size of the largest grain and N is the total number of grains. On the other hand, the total volume V g of the grains is V g / Z rmax r min r 3 dn / Z rmax r min N r 3 pðrþdr / N r D min r3 D max : Notie that both equations are obtained under the assumption that r min r max. Deriving the expression of N from the previous equation and putting it into Eq. (6), yields: W / V g r 2 D min rd 3 max : As a onsequene, the energy dissipated in the grains per unit volume V of the speimen beomes: ð5þ ð7þ ð8þ W C ¼ W V / vr2 D min rd 3 max ; ð9þ where v p ¼ V g /V represents the volumetri fration of the grains. Assuming the statistial self-similarity hypothesis, i.e., r max / ffiffiffiffiffi 3 V g (the larger the total volume of grains, the larger the largest grain), the effet of the strutural size (size effet) an be obtained as W C / vr 2 D min V D 3 3 g : ð1þ Usually r min is assumed to be a onstant, i.e., a material property. The mean value of the external surfae of grains, proportional to hr 2 i, as well as of their volume, proportional to hr 3 i, are substantially estimated in Eqs. (6) and (7). On the other hand, the evaluation for the mean value of the grain size r gives: Z rmax hri / 1 Z rmax rdn / rpðrþdr / r : min ð11þ N r min r min Introduing D ¼ 3 and Eq. (11) into Eq. (1), noting that V R 3 with R strutural size, and d hri being the grain size, we an write: W C / v d 2 3 R 3ð 1Þ ; that represents the saling law of the additional energy density dissipated as a onsequene of the presene of the grains and interfaes. It is worthwhile noting that this relation impliitly onsiders the grains embedded in the matrix; as a onsequene, this energy density is not intrinsi to the grains only, but to the grains in the matrix. Eq. (12) is of great importane to predit the inrement in strength due to the presene of grains, as disussed below. It is also notieable that this result is onsistent with findings by Carpinteri and Pugno [33 35] from fragmentation theories, see Appendix C. ð12þ

5 1214 A. Carpinteri et al. / Chaos, Solitons and Fratals 39 (29) Grain and strutural size effets Aording to the fratal approah, the relationship of Eq. (12) represents the unified law to evaluate the grain and strutural size-effets, as well as the influene of omposition, on the dissipated energy density. Let us fous our attention onto a struture of size R, onstituted by a two-phase material, with only one grained phase of mean grain size d and volumetri perentage v. Noting that the square root of the dissipated energy due to the presene of the grains per unit speimen volume (if we assume negligible size-effets on the elasti modulus) an be onsidered to be proportional to the strength of the grains (not intrinsi, but in the matrix), and oupling Eq. (12) with a lassial rule of mixture gives the following unified saling law: r ¼ð1 vþr hmatrixi þ vr hgraini ; ð13aþ r hgraini k r v 3 2 R ð 1Þ 2 d ; ð13bþ where k r is a onstant and r hmatrixi is the strength of the matrix. It is interesting to observe that, onsidering self-similar strutures with the same saling for the grain sizes, i.e., d / R, v = onst., the size effet on strength does not vanish see Eq. (13): r / R 1 2 ; if we assume that the seond term in Eq. (13a) is the dominating one. On the other hand, the exponent disappears. This seems to suggest that the size-effet of Eq. (14) is intrinsi, whereas the hange of the exponents in the saling laws ( geometrial multifratality) is a onsequene of the ompetition between the grain size and the strutural dimension, as demonstrated by means of a statistial approah by Carpinteri et al. [36,37]. The developed fratal theory unifies the grain and strutural size effets and is in agreement with well-known sizeeffet laws [25], as well as with the Hall Peth relationship ( = 1; note that this orresponds to different grain size distributions, suh as Gaussian [25], see Appendix B). We also note that Eq. (13) represent an extension of the Gurland [15] strutural parameter, defined as r / k þ v 1 3 d 1 2 and more generally an extension inluding the volumetri ontent of the Hall Peth relationship [25]. For the hardness (or for the wear resistane) the same saling of Eq. (13) is expeted sine: H / r : The relationship analogous to the Hall Peth law, has been experimentally onfirmed for the hardness H, as an empirial law [15,16] for arbon-based materials, in agreement with the saling of Eq. (13b). An approximated law also an be proposed for the frature toughness, with respet to the p ffiffisize and the volumetri ontent of grains. Aording to Griffith, if the harateristi rak length is l, K hgraini / r hgraini l. Two plausible hypotheses for l are l / R or l / d; thus, in general, we assume l / d 1 2a R 2a where a; < 2a < 1, is a onstant. Aordingly, a lassial rule of mixture yields: K ð1 vþk hmatrixi K hgraini þ vk hgraini ; ð17aþ k K r hgraini d 1=2 a R a ; ð17bþ where k K is a onstant and K hmatrixi is the frature toughness of the matrix. ð14þ ð15þ ð16þ 5. Fratal strutural parameter and deviations from the empirial Hall Peth law The preditions of the fratal approah for the strength or hardness and for the frature toughness are desribed by Eqs. (13) and (16) Aordingly, we an define a Fratal Strutural Parameter (FSP) as for whih: FSP ¼ v 2 R 3 2 ð 1Þ d r hgraini / FSP: ð19þ Previous investigations on fragment size distributions [34] seem to suggest = 2/3 at small sale, as well as = 1 at large sale. These limit ases, together with their intermediate referene ase, orrespond respetively to: ð18þ

6 A. Carpinteri et al. / Chaos, Solitons and Fratals 39 (29) ¼ 2=3 : FSP / v 1 3 R 1=2 d ; ð2aþ ¼ 5=6 : FSP / v 5 12 R 1=4 d 1=4 ; ð2bþ ¼ 1 : FSP / v 1 2 R d 1=2 : ð2þ Sine r C / k þ FSP, Eqs. (2) indiate a deviation of the exponent in the Hall Peth relationship of Eq. (4). It is interesting to observe that Masamura et al. [38] desribe a similar deviation for the exponent of the Hall Peth relationship. The experiments on fine grained miro- and nano-strutured materials seem in fat to suggest three different regions for the exponent of the Hall Peth relationship: a region for single rystal to a grain size of about 1 lm, where the exponent seems to be lose to 1/2. a region for grain sizes ranging from about 1 lm to 3 nm, showing exponents lower than 1/2. a region below a very small ritial grain size (of about 3 nm), with the exponent equal to zero. Note that, in this ase, the reinforement grain size effet is null, whereas the size-sale effet (i.e. the effet of the strutural size R) is maximum. Thus, it appears that the fratal approah is not only able to justify the empirial Hall Peth law, but also to predit the deviation of its exponent. The inverse Hall Peth behaviour (i.e. softening assoiated with grain refinement), experimentally observed by several Authors, may be interpreted in the present framework by using values of smaller than 2/ 3. In this ase the dependeny of strength on the grain size beomes positive, sine the exponent 1 ð3=2þ in Eq. (18) hanges its sign. On the other hand, it is lear that both saling laws (Eqs. (13) and (16)) are monotoni laws, therefore not apt to desribe a transition from the usual Hall Peth behaviour to the anomalous, inverse one. Therefore, in the following assessment on experimental data, only monotoni data sets will be onsidered. 6. Experimental assessment of the FSP on WC Co alloys and PCD It has been already shown that the speimen size effets predited by Eqs. (18) and (19) agree with the experiments satisfatorily (see [35]), so that we are herein more interested in the effets of grain size and volumetri ontent of grains. Eqs. (13) for strength (or hardness) may be rewritten as y ¼ ðr ð1 vþr hmatrixi ÞR 3 2 ¼ k vdr 3 r v R2d 3 2 ¼ kr x : ð21aþ 2 Therefore, the fratal approah implies a power law between y and x with an exponent omprised between 2/3 and 1. This is equivalent to verify the validity of the FSP-based approah. The advantage here is that the exponent, as well as the onstant of proportionality k r, an be easily obtained as best fit parameters. When the material strength is predited, then the frature toughness an be also estimated by Eqs. (16): y ¼ ðk ð1 vþk hmatrixi ÞR 3 2 þ ¼ k v 1þ 2d 3 3 K k r R 3 2 d a 2 ¼ kkr x þ2 3 a ; ð21bþ 2 R2 by fitting k Kr, a. We refer to the experimental investigation on fine grained PCD, reported by Lammer [39] and Huang et al. [4]. In addition, to assess the FSP on a larger data set, we also refer to the extensive experimental investigations on miro- and nano-grained WC Co alloys available in the Literature [16,9,24,7,4,8,5,11,6,1,41,12]. In Fig. 1, the experimental assessment of the fratal theory aording to Eq. (21) (assuming a unit speimen size; all the parameters are expressed in [SI] units), is presented for the strength and toughness of PCD. Data set [39] has been shifted vertially by unity for larity reasons. Suh experiments strongly onfirm the predition of the fratal approah. The exponents, whih are the slopes in the strength diagrams, are found belonging to the theoretial range for eah onsidered material. In Fig. 2 the same analysis is arried out for the strength and toughness of WC Co alloys, onfirming the same findings. The reported data sets have been taken from: [4 6,8 1,12,15 17,2,24,41]. Also in this ase the data sets have been shifted vertially by unity for larity reasons. In eah ase, the agreement between FSP-based mixture rule and experiments is very good, as shown also by values of the regression parameter R 2. Three of these data sets are not omplete and report hardness data only [15,16,2].

7 1216 A. Carpinteri et al. / Chaos, Solitons and Fratals 39 (29) a PCD Strength: omparison theory vs. experiments b PCD Toughness: omparison theory vs. experiments log(y) log(x) ref. [39] y=.8964 x R 2 =.985 ref. [4] y=.7812 x+8.39 R 2 =.996 log(y) log(x) ref. [39] y=.9361 x R 2 =.942 ref. [4] y=.8695 x R 2 =.994 Fig. 1. PCD Comparison between theory (straight line) and experiments (points): strength (a) and toughness (b). Data set [39] has been shifted vertially by unity for larity reasons. a log(y) WC Co alloy Strength: omparison theory vs. experiments 28 ref. [4] y=.7973 x+8.27; R 2 =.955 ref. [5] 26 y=.754 x ; R 2 =.93 ref. [6] y=.733 x+9.31; R 2 =.7178 ref. [8] 24 y=.77 x ; R 2 =.9952 ref. [9] y=.7197 x+8.852; R 2 =.9194 ref. [1] 22 y=.6696 x ; R 2 =.9864 ref. [12] y=.7643 x ; R 2 =.998 ref. [15] 2 y=.9369 x ; R 2 =.9863 ref. [16] y=.9459 x ; R 2 =.9541 ref. [17] 18 y=.7492 x ; R 2 =.975 ref. [2] y=.832 x ; R 2 = ref. [24] y=.775 x ; R 2 =.993 ref. [41] y=.7845 x ; R 2 = log(x) b WC Co alloy Toughness: omparison theory vs. experiments log(y) ref. [4] 28 y=.6114x ; R 2 =.788 ref. [5] y=.5939 x+1.48; R 2 =.937 ref. [6] 26 y=.8318 x ; R 2 =.935 ref. [8] y=.6264 x+1.316; R 2 = ref. [9] y=.5478 x ; R 2 =.528 ref. [1] y=.6998 x ; R 2 = ref. [12] y=.8657 x ; R 2 = ref. [17] y=.7137 x ; R 2 = ref. [24] 16 y=.7661 x ; R 2 =.99 ref. [41] y=.6876 x ; R 2 = log(x) Fig. 2. WC Co alloys Comparison between theory (straight line) and experiments (points): strength (a) and toughness (b). Data relative to the inversion of the Hall Peth law have been disarded and reported in Fig. 3. All data sets (exept [41]) have been shifted vertially for larity reasons. It is worthwhile noting that the FSP-based mixture rules fit the experiments on hardness better than those on frature toughness; this trend is partiularly evident with the data sets by Nakamura and Gurland [9] and Sadahiro and Takatsu [1]. As already stated, both saling laws (Eqs. (13) and (16)) are monotoni laws, therefore not apt to fit data desribing a transition from the usual Hall Peth behaviour to the anomalous, inverse one. As a onsequene, only data sets

8 A. Carpinteri et al. / Chaos, Solitons and Fratals 39 (29) a WC Co alloy Strength: omparison theory vs. experiments log(y) ref. [7] y=.6317 x ; R 2 =.94 ref. [11] y=.4819 x+1.863; R 2 =.864 ref. [17] y=.6341 x+9.528; R 2 =.913 ref. [24] y=.6284 x ; R 2 = ref. [15, v=.69] y=.5297 x+1.64; R 2 =.995 ref. [15, v=.75] y=.6223 x ; R 2 = ref. [15, v=.81] y=.5284 x+1.483; R 2 =.989 ref. [15, v=.9] 17 y=.525 x+1.544; R 2 = log(x) b log(y) WC Co alloy Toughness: omparison theory vs. experiments log(x) ref. [7] y=.6327 x+1.274; R 2 =.934 ref. [11] y=.9292 x+7.771; R 2 =.975 ref. [17] y=.735 x+9.729; R 2 =.7617 ref. [24] y=.7851 x+9.49; R 2 =.989 Fig. 3. WC Co alloys Comparison between theory (straight line) and experiments (points): strength (a) and toughness (b). Data relative to the inversion of the Hall Peth law only. All data sets (exept [15]) have been shifted vertially for larity reasons. displaying a monotoni trend in hardness (or strength) vs. grain size d have been fitted. In the ase of data sets displaying both Hall Peth ranges [15,17,24], data relative to the inverse Hall Peth behaviour have been disarded and then fitted separately in Fig. 3, together with two more data sets [7,11], whih display the inverse Hall Peth behaviour only. One again, different data sets have been shifted vertially by unity for larity reasons. Also in this ase the agreement between the proposed approah and the experiments is remarkably good. It is worthwhile noting that the inverse Hall Peth behaviour is desribed onsistently by a exponent falling outside the anonial range, i.e., lower than 2/3 (see Fig. 3a). In the ase of the data set by Gurland [16], however, it results that the effet of omposition v is not aptured by the FSP (see Fig. 3a). In other words, data do not ollapse onto the same line and different values of v arrange themselves on different lines. We also notie that, with these data sets, the FSP-based mixture rules fit the data of frature toughness better than those of hardness, in ontrast to what happened with the previous data sets. Regarding toughness, if we onsider the data sets by Sigl and Fishmeister [24] and Pikens and Gurland [17], whih display both Hall Peth ranges, it may be noted that the slope in the toughness diagram does not hange signifiantly (ompare Fig. 2b with Fig. 3b). Summarizing, the FSP of Eq. (18) represents an important tool to predit grain size effets, as well as the influene of the volumetri grain ontent, for miro- and nano-grained materials. In addition, the FSP may also desribe the influene of the strutural size on material properties. 7. Material design and optimization From the FSP-based laws (Eqs. (13) and (16)), strength and toughness an be derived as funtions of volumetri grain ontent, grain size and strutural dimension. Aording to the FSP-based laws in whih the onstant of proportionality and the exponents are fitted from the experiments by Huang et al. [4], the following laws for PCD (in [SI]) are found: r ðd; vþ ð1 vþr hmatrixi þ v 1:391 d :172 ; ð22aþ K ðd; vþ ð1 vþk hmatrixi þ v 1:391 d :196 ; ð22bþ with r hmatrixi 5 MPa, K hmatrixi p 2 MPa ffiffiffiffi m. The strutural dimension R is here negleted (and fititiously assumed to be equal to the unity in [SI]) as a onsequene of the idential sizes for the investigated speimens. In addition, onsidering a referene PCD with grain size d r and volumetri ontent v r, we an dedue the inrements in strength (or hardness H / r Þ and frature toughness expeted by using a new PCD material, designed with different grain size d and volumetri ontent v. For example, for the hardness we would have to evaluate the ratio

9 1218 A. Carpinteri et al. / Chaos, Solitons and Fratals 39 (29) Fig. 4. PCD optimization map. Iso-hardness lines are drawn in blue and iso-toughness lines in red. Numbers along the urves indiate hardness and frature toughness inrements % [4]. ½Hðd; vþ Hðd r ; v r ÞŠ=Hðd r ; v r Þ1%. InFig. 4, the inrements of the hardness and of the frature toughness for a standard PCD (v r :9, d r 3 lm, r hmatrixi 5 MPa, K hmatrixi p 2 MPa ffiffiffiffi m Þ are reported. The experimental range for the grain size is from 5 to 9 lm, whilst that for the volumetri ontent is from.89 to.95; thus, large part of the graph is, stritly speaking, an extrapolation. This diagram an be onsidered as a PCD optimization map. Note the small (orange) region where both the inrements are positive: a new PCD belonging to this region will be harder and tougher at the same time (with respet to the referene one). Basially, the inrement in hardness is given by the inrease in the volume fration of hard phase, whih ounterbalanes the inrease in d. The inrement in frature toughness, on the other hand, is given by the rising of the grain size d, whih ounterbalanes the derease of the dutile phase volume fration. The same operation has been performed also in the ase of the WC Co alloy. Aording to the FSP-based laws in whih the onstant of proportionality and the exponents are fitted from the experiments on nano-strutured alloys reated by Jia et al. [12], the following laws (in [SI]) are found: r ðd; vþ ð1 vþr hmatrixi þ v 1:382 d :146 ; ð23aþ K ðd; vþ ð1 vþk hmatrixi þ v 1:382 d :21 ; ð23bþ with r hmatrixi 5 MPa, K hmatrixi p 2 MPa ffiffiffiffi m. The strutural dimension R is again negleted (and fititiously assumed to be equal to the unity in [SI]), sine all speimens ome from the same data set [12]. Considering a referene alloy with grain size d r and volumetri ontent v r, we an dedue the inrements in strength (or hardness H / r Þ and frature toughness expeted by using a new WC Co material, designed with different grain size d and volumetri ontent v. Fig. 5. WC Co alloy optimization map. Iso-hardness lines are drawn in blue and iso-toughness lines in red. Numbers along the urves indiate hardness and frature toughness inrements % [12].

10 A. Carpinteri et al. / Chaos, Solitons and Fratals 39 (29) In Fig. 5, the inrements of the hardness and of the frature toughness for a referene WC Co Alloy (v r :8, d r 2 lm, r hmatrixi 5 MPa, K hmatrixi p 2 MPa ffiffiffiffi m Þ are reported. This diagram may be onsidered as a WC Co alloy optimization map. In this ase, the experimental range for the grain size is from 7 nm to 2.5 lm, whilst that for the volumetri ontent is from.69 to.9. In omparison with the previous ase, where the range for the grain size d did not extend below 1 lm, the differene is given by the presene of two regions (marked in orange) where both the inrements are positive. One of them is similar to that in Fig. 4: in fat, it is haraterized by a simultaneous inrease in both d and v. The seond region, whih extends itself towards the left, i.e. towards nano-sized grains, is haraterized by a simultaneous derease in both d and v. Thus, the mehanisms whih produe better material properties are opposite to those operating in the other region. The hardness inreases thanks to the derease in the grain size, whih ounterbalanes the derease in the volume fration v of hard phase. On the other hand, frature toughness inreases, despite the grain size derease, thanks to the inrease in the dutile phase volume fration. This remark suggests that better nano-grained omposites should be produed by oupling nano-sized grains with volume perentages smaller than those usually employed in onventional miro-grained alloys. 8. Conlusions A generalization of the Hall Peth law for grain size effet on material strength, r C / k þ d 1=2, was introdued by Gurland [15], asr / k þ v 1 3d 1 2, to take into aount the volumetri grain ontent. Our approah represents a further generalization of the Gurland s parameter, introduing a fratal strutural parameter (FSP), in whih the saling related to the strutural dimension R is also inluded and in whih the fratal exponents are generalized, i.e., r C / k þ v2r 3 2 ð 1Þ d The fratal approah seems to present at the same time the fasinating advantages of inorporating the lassial approah with different types of grain size distributions (e.g., the Gaussian and the Log-normal), the influene of the omposition, as well as reasonable grain and strutural size-effets. In addition, it provides hints for the design of onventional, as well as nano-strutured brittle materials reinfored with a dutile phase. For these reasons, and in virtue of a very broad suessful assessment with experimental data from the Literature, the Fratal Strutural Parameter (FSP) ould help in designing optimized innovative miro- and nano-strutured materials. Aknowledgements The finanial support of the European Union to the Leonardo da Vini Projet I/6/B/F/PP Innovative Learning and Training on Frature (ILTOF) is gratefully aknowledged. Appendix A. The role of ontiguity and mean free path Let ontiguity C i be defined for a given phase i. We an extend the onept defining the ontiguity C ij of the phase i with respet to the phase j as the average fration of surfae area shared by the grains of the phase i with all neigh-boring partiles of the phase j. Aording to suh definition, an estimation of the ontiguity an be obtained assuming that the shared surfae area between the two phases i and j, S ij, is statistially proportional to the produt of their total surfae areas S i, S j : C ij ¼ S ij S i / S is j S i ¼ S j : ð24þ From Eq. (6), noting that S g W W C V, the relation between surfae and volume is S V ( D/3), or for a given phase j: S j / V j j ; so that Eq. (24) beomes: C ij / V j j : Considering that C i C ii and assuming i ¼ : C i ¼ v i : ð25þ ð26þ ð27þ

11 122 A. Carpinteri et al. / Chaos, Solitons and Fratals 39 (29) In the fratal approah, the ontiguity effet is simply equivalent to onsider a different power of the volumetri fration of the phase. In other words, in the fratal approah the parameter plays the key role, sine also the ontiguity is not an independent parameter. It is interesting to observe that, aording to Eqs. (3) and (27), the lassial diret rule of mixture of Eqs. (1) and (2) for the generi property P, may be rewritten as P ¼ XN i¼1 P i v 1þ i and is lose to the empirial rule of mixture in whih the volumetri fration is raised to the exponent 2, obtained as a limit ase for = 1. Aordingly, the fratal approah provides the reason for the exponent 2 in the empirial mixture rule, whih is often used in order to have a better desription of the experimental data [42]. Regarding the mean free path h, it ould be shown that it is a funtion of the mean grain size d and of the volumetri fration of grains v, if a regular arrangement of grains is assumed. For instane, by assuming a tetrakaideahedra shape for the grains, [43]. provided a simple formula relating these three quantities: ðd hþ3 v ¼ ; ð29þ d 3 In the ase of more realisti distribution of grains, with dispersion of grain size d, it has been shown by means of stereology [44]. that h depends not only on d and v, but also on the ontiguity C: ð1 vþ h ¼ d vð1 CÞ : ð3þ Sine the ontiguity C itself depends on v and d (see Eq. (27) or the relations proposed by Golovhan and Litoshenko [23], it is lear that h also depends on these two variables. ð28þ Appendix B. The Gaussian and the Log-normal distributions From the fratal approah, the saling of the energy density has been obtained as reported in Eq. (12). In this appendix we show how suh a result is more general than expeted. In partiular, we show that, assuming a Gaussian distribution for the grain sizes, the energy density sales as predited by the fratal approah in the limit ase of = 1. Let us assume a Gaussian (or normal) distribution of grains, for whih the probability density funtion p(r) is " # pðrþ ¼pffiffiffiffiffi 1 exp ðr r mþ 2 2p r 2r 2 ; ð31þ where r is the standard deviation and r m is the mean grain size, i.e.: hri / 1 rdn / N 1 rpðrþdr ¼ r m : Note that the integrals evaluated between minus infinite and zero must give negligible ontributions to the final results, the variable r being defined as positive. The energy dissipation W onneted to the presene of the grains is statistially expeted to be proportional to their total surfae area, i.e.: W / S g / r 2 dn ¼ N r 2 pðrþdr ¼ N ðr 2 m þ r2 Þ: On the other hand, the total volume of the grains is V g / r 3 dn / N r 3 pðrþdr ¼ N ðr 3 m þ 3r mr 2 Þ: Deriving the expression of N from the previous equation and introduing it into Eq. (33), being r m d, yields the asymptoti behaviour: W / V g d 1 / vd 1 ; idential to Eq. (12) if = 1. The same result is provided if we onsider a Log-normal distribution, for whih the probability density funtion p(r) is " # pðrþ ¼ p 1 ffiffiffiffiffi exp ðlnðrþ MÞ2 ; ð36þ r 2p S 2S 2 ð32þ ð33þ ð34þ ð35þ

12 where M is the sale parameter and S P the shape parameter. The mean grain size r m and the standard deviation r are given by r m ¼ rpðrþdr ¼ exp M þ S2 ; ð37þ 2 r 2 ¼ 1 1 ðr r m Þ 2 pðrþdr ¼ expð2m þ S 2 Þ½expðS 2 Þ 1Š: As in the previous ase, the energy dissipation W onneted to the presene of the grains is statistially expeted to be proportional to their total surfae area, i.e.: W / S g / r 2 dn ¼ N r 2 pðrþdr ¼ N exp½2ðm þ S 2 ÞŠ: On the other hand, the total volume of the grains is V g / r 3 dn / N r 3 pðrþdr ¼ N exp 3M þ 9 2 S2 : ð4þ A. Carpinteri et al. / Chaos, Solitons and Fratals 39 (29) Deriving the expression of N from the previous equation and introduing it into Eq. (39), being r m d, yields the asymptoti behaviour: W / V g exp M þ 5 2 S2 / v 1 d 2 2 / vd 1 ; ð41þ d d 2 þ r 2 whih is idential to Eq. (12) if, again, =1. ð38þ ð39þ Appendix C. Agreement with fragmentation theory The saling law of the additional energy density dissipated as a onsequene of the presene of the grains and interfaes, Eq. (12), may be interpreted with findings by [33 35] from fragmentation theories. In a fragmentation proess of a mixture of total volume V, with phases of volumes V i, the total dissipated energy W an be evaluated as W ¼ XN i¼1 W i ¼ XN i¼1 C i V i i ¼ CV ; ð42þ where i ¼ 2=3 to 1 are the fratal exponents and C i are material onstants of the phases (the so-alled fratal fragmentation strengths). The parameters and C represent the fratal exponent and fragmentation strength of the mixture. The onstants C i are by definition the size-independent mehanial properties of the materials. For the partiular ase of i ¼ : C ¼ XN i¼1 C i v i ; where v i ¼ V i =V is the volumetri fration of the phase i. The exponent ¼ 2=3 desribes a rule of mixture governed by the surfaes of the omponents, as well as the exponent = 1 represents, as a limit ase, the lassial approah desribing volume dominated proesses. Eqs. (42) and (43) are onsequenes of the universal laws derived in the evaluation of the multisale energy dissipation during fragmentation and omminution [33]. Eq. (43) shows that fratal mehanial properties, rather than the lassial ones, should be onsidered as the real properties of the phases and of the mixture. Comparing Eqs. (12) and (42) yields the dependene of the material property on the grain size: C / d 2 3 : This equation, for multi-phase materials, would have to be applied to eah phase i, yielding: C i / d 2 3 i i : ð45þ Assuming i ¼ and introduing Eq. (45) into Eq. (43) yields: C ¼ XN i¼1 k i d 2 3 i v i ; ð46þ ð43þ ð44þ

13 1222 A. Carpinteri et al. / Chaos, Solitons and Fratals 39 (29) where k i is a onstant related to the phase i. Eq. (46) represents the fratal size-independent speifi energy dissipation, in agreement with Eq. (12). Referenes [1] Chermant JL. Les éramiques thermoméaniques. Paris: Les Presses du CNRS; [2] Tenkhoff E, Vöhringer O. Mirostruture and mehanial properties of materials. Oberursel: DGM Informationsgesellshaft Verlag; 199. [3] Rie RW. Mehanial properties of eramis and omposites. New York: Marel Dekker; 2. [4] Ingelstrom N, Nordberg H. The frature toughness of emented tungsten arbides. Eng Frat Meh 1974;6: [5] Lueth RC. Determination of frature toughness parameters for tungsten arbide obalt alloys. In: Bradt RC et al., editors. Frature mehanis of eramis. New York: Plenum; p [6] Chermant JL, Ostertok F. Frature toughness and frature of WC Co omposites. J Mater Si 1976;11: [7] Murray MJ. Frature of WC Co alloys: an example of spatially onstrained rak tip opening displaements. Pro Roy So Lond A 1977;356: [8] Lindau L. In: Taplin DMR, editor. Frature 1977, advanes in researh on the strength and frature of materials. In: Proeedings of the 4th international onferene on frature, vol p [9] Nakamura M, Gurland J. The frature toughness of WC Co two-phase alloys a preliminary model. Metall Trans A 198;11: [1] Sadahiro T, Takatsu S. A new pre-raking method for frature toughness testing of emented arbides. Mod Dev Powder Metall 198;14: [11] Viswanatham RK, Sun TS, Drake EF, Pek JA. Quantitative fratography of WC Co ermets by auger spetrosopy. J Mater Si 1981;16: [12] Jia K, Fisher TE, Gallois B. Mirostruture, hardness, and toughness of nanostrutures and onventional WC Co omposites. Nanostrut Mater 1998;1: [13] Rihter V, von Ruthendorf M. On hardness and toughness of ultrafine and nanorystalline hard materials. Int J Refrat Met Hard Mater 1999;17: [14] Milman YV, Luykx S, Gonharuk VA, Northrop JT. Results from bending tests on submiron and miron WC Co grades at elevated temperatures. Int J Refrat Met Hard Mater 22;2:71 9. [15] Gurland J. The frature strength of sintered tungsten arbide obalt alloys in relation to omposition and partile spaing. Trans Metall So AIME 1963;227: [16] Lee HC, Gurland J. Hardness and deformation of emented tungsten arbide. Mater Si Eng 1978;33: [17] Pikens JR, Gurland J. The frature toughness of WC Co alloys measured on single-edge nothed-beam speimens preraked by eletron-disharge mahining. Mater Si Eng 1978;33: [18] Ravihandran KS. A survey of toughness in dutile phase omposites. Sr Metall Mater 1992;26: [19] Ravihandran KS. Frature toughness of two phase WC Co CerMets. Ata Metall Mater 1994;42:14 3. [2] Makhele-Lekala L, Luykx S, Nabarro FRN. Semi-empirial relationship between the hardness, grain size and mean free path of WC Co. Int J Refrat Met Hard Mater 21;19: [21] Armstrong RW, Cazau O. Indentation frature mehanis toughness dependene on grain size and rak size: appliation to alumina and WC Co. Int J Refrat Met Hard Mater 26;24: [22] Liu B, Zhang Y, Ouyang S. Study on the relation between strutural parameters and frature strength of WC Co emented arbides. Mater Chem Phys 2;62: [23] Golovhan VT, Litoshenko NV. On the ontiguity of arbide phase in WC Co hardmetals. Int J Refrat Met Hard Mater 23;21: [24] Sigl LS, Fishmeister HF. On the frature toughness of emented arbides. Ata Metall 1988;36: [25] Carpinteri A, Pugno N. Strength and toughness of miro- and nano-strutured materials: unified influene of omposition, grain size and strutural dimension. Rev Adv Mater Si 25;1:32 4. [26] Carpinteri A, Pugno N. Are saling laws on strength of solids related to mehanis or to geometry? Nature Mater 25;4: [27] Dvorak GJ, Srinivas MV. Transformation field analysis of damage evolution in omposite materials. J Meh Phys Solids 1999;47: [28] Dvorak GJ, Srinivas MV. New estimates of overall properties of heterogeneous solids. J Meh Phys Solids 21;49: [29] Hall EO. The deformation and ageing of mild steel: III Disussion of results. Pro Phys So B 1951;64: [3] Peth NJ. The leavage strength of polyrystals. J Iron Steel Inst 1953;174:25 8. [31] Carpinteri A. Fratal nature of material mirostruture and size effets on apparent mehanial properties. Meh Mater 1994;18: [32] Carpinteri A. Saling laws and renormalization groups for strength and toughness of disordered materials. Int J Solids Strut 1994;31: [33] Carpinteri A, Pugno N. A fratal omminution approah to evaluate the drilling energy dissipation. Int J Numer Anal Methods Geomeh 22;26:

14 A. Carpinteri et al. / Chaos, Solitons and Fratals 39 (29) [34] Carpinteri A, Pugno N. One-, two- and three-dimensional universal laws for fragmentation due to impat and explosion. J Appl Meh 22;69: [35] Carpinteri A, Pugno N. Sale-effets on mean and standard deviation of the mehanial properties of ondensed matter: an energy-based unified approah. Int J Frat 24;128: [36] Carpinteri A, Cornetti P, Puzzi S. A stereologial analysis of aggregate grading and size effet on onrete tensile strength. Int J Frat 24;128: [37] Carpinteri A, Cornetti P, Puzzi S. Sale effets on strength and toughness of grained materials: an extreme value theory approah. Strength Frature Complex 25;3: [38] Masamura RA, Hazzledine PM, Pande CS. Yield stress of fine grained materials. Ata Mater 1998;46: [39] Lammer A. Mehanial properties of polyrystalline diamonds. Mater Si Tehnol 1998;4: [4] Huang B-L, Weis C, Yao X, Belnap D, Rai G. Frature toughness of sintered polyrystalline diamond (PCD). In: Froes FH, Hebeisen JC, editors. Proeedings of the 5th international onferene on advaned partiulate materials & proesses. Prineton (NJ): Metal Powder Industries Federation; p [41] Sussel HJ. Frition and wear of emented arbides. In: Frition, lubriation and wear tehnology. ASM handbook, vol. 18. ASM International; p [42] Zum-Gahr KH. Mirostruture and wear of materials. Tribology Series, vol. 1, Elsevier; [43] Palumbo G, Thorpe SJ, Aust KT. On the ontribution of triple juntions to the struture and properities of nanorystalline materials. Sripta Metall Mater 199;24: [44] Underwood EE. Quantitative stereology. Cambridge Massahusetts: Addison-Wesley; 197.

ESTIMATION OF FRACTURE TOUGHNESS OF THE OXIDE SCALES. Jozef HRABOVSKÝ, Petr LOŠÁK, Jaroslav HORSKÝ

ESTIMATION OF FRACTURE TOUGHNESS OF THE OXIDE SCALES. Jozef HRABOVSKÝ, Petr LOŠÁK, Jaroslav HORSKÝ ESTIMATION OF FRACTURE TOUGHNESS OF THE OXIDE SCALES Jozef HRABOVSKÝ, Petr LOŠÁK, Jaroslav HORSKÝ Heat Transfer and Fluid Flow Laboratory, Faulty of Mehanial Engineering, VUT Brno, Tehniká 2, 616 69 Brno,

More information

Proposal for a new shear design method

Proposal for a new shear design method Chapter 6 Proposal for a new shear design method The behaviour of beams failing in shear has been studied in the previous hapters, with speial attention paid to high-strength onrete beams. Some aspets

More information

Arch. Metall. Mater. 62 (2017), 1,

Arch. Metall. Mater. 62 (2017), 1, Arh. Metall. Mater. 6 (017), 1, 167-17 DOI: 10.1515/amm-017-003 P.G. KOSSAKOWSKI* # EXPERIMENTAL DETERMINATION OF THE VOID VOLUME FRACTION FOR S35JR STEEL AT FAILURE IN THE RANGE OF HIGH STRESS TRIAXIALITIES

More information

Shear Transfer Strength Evaluation for Ultra-High Performance Fiber Reinforced Concrete

Shear Transfer Strength Evaluation for Ultra-High Performance Fiber Reinforced Concrete Shear Transfer Strength Evaluation for Ultra-High Performane Fiber Reinfored Conrete Ji-hyung Lee, and Sung-gul Hong Abstrat Ultra High Performane Fiber Reinfored Conrete (UHPFRC) is distinguished from

More information

Experimental Investigation on Nanomaterial Concrete

Experimental Investigation on Nanomaterial Concrete International Journal of Civil & Environmental Engineering IJCEE-IJE Vol:13 No:03 15 Experimental Investigation on Nanomaterial Conrete Saloma 1, Amrinsyah Nasution 2, Iswandi Imran 3 and Mikrajuddin Abdullah

More information

1 INTRODUCTION. Akbar Haghinejad Mahdi Nematzadeh *

1 INTRODUCTION. Akbar Haghinejad Mahdi Nematzadeh * 916 Three-Dimensional Finite Element Analysis of Compressive Behavior of Cirular Steel Tube-Confined Conrete Stub Columns by New Confinement Relationships Abstrat This paper presents a nonlinear analysis

More information

Modelling the Stress-Strain Behaviour for Aluminum Alloy AA6111

Modelling the Stress-Strain Behaviour for Aluminum Alloy AA6111 Proeedings of the 9 th International Conferene on Aluminium Alloys (4) Edited by J.F. Nie, A.J. Morton and B.C. Muddle Institute of Materials Engineering Australasia Ltd 939 Modelling the Stre-Strain Behaviour

More information

D. Raabe and F. Roters

D. Raabe and F. Roters HOW DO 10 BILLION CRYSTALS CO-DEFORM? D. Raabe and F. Roters Max-Plank-Institut für Eisenforshung Max-Plank-Str. 1 40237 Düsseldorf Germany January 2004, Max-Plank-Soiety http://www.mpg.de http://www.mpie.de

More information

Nano and microhardness testing of heterogeneous structures

Nano and microhardness testing of heterogeneous structures 85 ISSN 1392 1207. MECANIKA. 2016 Volume 22(2): 85 89 Nano and mirohardness testing of heterogeneous strutures S. Baskutis*, V. Vasauskas**, A. Žunda*** *Kaunas University of Tehnology, Studentų str. 56,

More information

Experimental and Theoretical Deflections of Hybrid Composite Sandwich Panel under Four-point Bending Load

Experimental and Theoretical Deflections of Hybrid Composite Sandwich Panel under Four-point Bending Load Civil Engineering Dimension, Vol. 19, No. 1, Marh 017, 9-5 ISSN 1410-950 print / ISSN 1979-570X online DOI: 10.9744/CED.19.1.9-5 Experimental and Theoretial Defletions of Hybrid Composite Sandwih Panel

More information

The fracture of a Al bicycle crank arm.

The fracture of a Al bicycle crank arm. The frature of a Al biyle rank arm. Failure In hapters 6 and 7 we examined the elasti and plasti behaviour of materials. We learned how the motion of disloations makes it possible for the material to deform.

More information

International Journal of Research (IJR) e-issn: , p- ISSN: X Volume 3, Issue 01, January 2016

International Journal of Research (IJR) e-issn: , p- ISSN: X Volume 3, Issue 01, January 2016 International Journal of Researh (IJR) Available at http://internationaljournalofresearh.org Study of failure probability by deterministi method reliability-strength applied to metal ables intended for

More information

Prediction of Temperature and Aging Effects on the Properties of Concrete

Prediction of Temperature and Aging Effects on the Properties of Concrete Predition of Temperature and Aging Effets on the Properties of Conrete Jin-Keun Kim 1* and Inyeop Chu 1 1 KAIST, Republi of Korea * E-mail: kimjinkeun@kaist.a.kr ABSTRACT For the sustainable onrete strutures,

More information

The Effect of Texture on the Serrated Flow in Peak-Aged 2090 Al-Li Alloy

The Effect of Texture on the Serrated Flow in Peak-Aged 2090 Al-Li Alloy Solid State Phenomena Vol. 105 (2005) pp. 227-232 online at http://www.sientifi.net 2005 Trans Teh Publiations, Switzerland The Effet of Texture on the Serrated Flow in Peak-Aged 2090 Al-Li Alloy Y.Z.

More information

Mechanical Properties of High-Strength Concrete Manish Kumar 1, A.M. ASCE; Zhaoyu Ma 2 ; Moses Matovu 2

Mechanical Properties of High-Strength Concrete Manish Kumar 1, A.M. ASCE; Zhaoyu Ma 2 ; Moses Matovu 2 1.1 Introdution Mehanial Properties of High-Strength Conrete Manish Kumar 1, A.M. ASCE; Zhaoyu Ma 2 ; Moses Matovu 2 Mehanial properties of High-Strength Conrete (HSC) an be divided in two groups as shortterm

More information

Engineering Fracture Mechanics

Engineering Fracture Mechanics Engineering Frature Mehanis 76 (29) 2232 2248 Contents lists available at SieneDiret Engineering Frature Mehanis journal homepage: www.elsevier.om/loate/engframeh Numerial modelling of magnesium die-astings

More information

PHASE TRANSFORMATIONS IN STEEL DURING RAPID HEAT TREATMENT

PHASE TRANSFORMATIONS IN STEEL DURING RAPID HEAT TREATMENT PHASE TRANSFORMATONS N STEEL DURNG RAPD HEAT TREATMENT 1. PROHASZKA nstitute of Mehanial Tehnology and Materials Siene, Tehnial University, H-1521 Budapest Reeived April 19, 1987 Abstrat Phase transformations

More information

A cohesive boundary element approach to material degradation in three-dimensional polycrystalline aggregates I. Benedetti 1,2,a, M.H.

A cohesive boundary element approach to material degradation in three-dimensional polycrystalline aggregates I. Benedetti 1,2,a, M.H. A ohesive boundary element approah to material degradation in three-dimensional polyrystalline aggregates I. Benedetti 1,,a, M.H. Aliabadi 1 1 Department of Aeronautis, Imperial ollege London, South Kensington

More information

Thermal Shock Behaviour of Magnesia Hercynite-Spinel Composite Refractories

Thermal Shock Behaviour of Magnesia Hercynite-Spinel Composite Refractories Journal of Multidisiplinary Engineering Siene and Tehnology (JMEST) Thermal Shok Behaviour of Magnesia Herynite-Spinel Composite Refratories Tuba (Aksoy) Bahtlı* Nemettin Erbakan University, Faulty of

More information

Accepted Manuscript. Factors affecting moment redistribution at ultimate in continuous beams prestressed with external CFRP tendons

Accepted Manuscript. Factors affecting moment redistribution at ultimate in continuous beams prestressed with external CFRP tendons Aepted Manusript Fators affeting moment redistribution at ultimate in ontinuous beams prestressed with external CFRP tendons Tiejiong Lou, Sergio M.R. Lopes, Adelino V. Lopes PII: S1359-8368(14)00205-4

More information

30th Conference on OUR WORLD IN CONCRETE & STRUCTURES: August 2005, Singapore. Article Online Id:

30th Conference on OUR WORLD IN CONCRETE & STRUCTURES: August 2005, Singapore. Article Online Id: EXPERIMENTAL RESEARCH ON JOINTS OF PRESTRESSED CONCRETE BEAM AND COMPOSITE CONCRETE COLUMN WITH CORE OF CONCRETE FILLED STEEL TUBE UNDER LOW-CYCLIC REVERSED LOADING Deng Zhi-heng*, Guangxi University,

More information

NONLINEAR CYCLIC TRUSS MODEL FOR SHEAR-CRITICAL REINFORCED CONCRETE COLUMNS

NONLINEAR CYCLIC TRUSS MODEL FOR SHEAR-CRITICAL REINFORCED CONCRETE COLUMNS NONLINEAR CYCLIC TRUSS MODEL FOR SHEAR-CRITICAL REINFORCED CONCRETE COLUMNS S.C. Girgin 1, Y. Lu 2 and M. Panagiotou 3 1 Researh Assistant, Civil Eng. Department, Dokuz Eylul University, Izmir 2 Graduate

More information

FINITE ELEMENT MODELLING OF STEEL-CONCRETE COMPOSITE BEAMS STRENGTHENED WITH PRESTRESSED CFRP PLATE

FINITE ELEMENT MODELLING OF STEEL-CONCRETE COMPOSITE BEAMS STRENGTHENED WITH PRESTRESSED CFRP PLATE FINITE ELEMENT MODELLING OF STEEL-CONCRETE COMPOSITE BEAMS STRENGTHENED WITH PRESTRESSED CFRP PLATE H.Y. Omran 1, P. Zangeneh 2, and R. EL-Haha 3 1 PhD student, Department of Civil Engineering, University

More information

Critical grain sizes and generalized flow stress grain size dependence. S.A.Firstov, T.G.Rogul, O.A.Shut

Critical grain sizes and generalized flow stress grain size dependence. S.A.Firstov, T.G.Rogul, O.A.Shut Critial grain sizes and generalized flow stress grain size dependene S.A.Firstov, T.G.Rogul, O.A.Shut (shut.ipms@gmail.om) I.Frantsevih Institute for Problems of Materials Siene, National Aademy of Sienes

More information

Finite Element Modeling of Pre-Stressed Hollow Core Slabs

Finite Element Modeling of Pre-Stressed Hollow Core Slabs Current Siene International Volume : 04 Issue : 04 Ot.-De. 2015 Pages :596-603 Finite Element Modeling of Pre-Stressed Hollow Core Slabs 1 Ali N. Deeb, 2 M. Abou Zeid Tarkhan and 3 E. M. El-Tehewy 1 Syrian

More information

Effect of Variation of Fuel Composition on Gas Turbine Off-Design Performance

Effect of Variation of Fuel Composition on Gas Turbine Off-Design Performance Applied Mehanis and Materials Submitted: 2014-08-28 ISSN: 1662-7482, Vol. 666, pp 194-198 Aepted: 2014-08-28 doi:10.4028/www.sientifi.net/amm.666.194 Online: 2014-10-20 2014 Trans Teh Publiations, Switzerland

More information

No. 20 WORKING PAPER SERIES IN ECONOMICS THE IMPACT OF COMPETITION ON UNILATERAL INCENTIVES TO INNOVATE NADJA TRHAL

No. 20 WORKING PAPER SERIES IN ECONOMICS THE IMPACT OF COMPETITION ON UNILATERAL INCENTIVES TO INNOVATE NADJA TRHAL No. 0 U N I V E R S I T Y O F C O L O G N E WORKING PAPER SERIES IN ECONOMICS THE IMPACT OF COMPETITION ON UNILATERAL INCENTIVES TO INNOVATE NADJA TRHAL Department of Eonomis University of Cologne Albertus-Magnus-Platz

More information

Fracture of soft elastic foam

Fracture of soft elastic foam Frature of soft elasti foam Zhuo Ma Department of Aerospae Engineering, Iowa State University, Ames, IA 50011 zhuoma@iastate.edu Xianghao Feng Department of Aerospae Engineering, Iowa State University,

More information

Mathematical Modeling of Crown Forest Fire Spread

Mathematical Modeling of Crown Forest Fire Spread Open Journal of Forestry 0. Vol., No., 7- Published Online January 0 in Sies (http://www.sip.org/ournal/of) http://dx.doi.org/0.46/of.0.00 Mathematial Modeling of Crown Forest Fire Spread Valeriy Perminov

More information

Mechanical properties of zirconia-titanium composites

Mechanical properties of zirconia-titanium composites International Journal of Materials Siene and Appliations 24; 3(5): 26-267 Published online September 3, 24 (http://www.sienepublishinggroup.om/j/ijmsa) doi:.648/j.ijmsa.2435.28 ISSN: 2327-2635 (Print);

More information

PROPOSAL OF A STANDARD FOR SEISMIC DESIGN OF CONFINED MASONRY BUILDINGS

PROPOSAL OF A STANDARD FOR SEISMIC DESIGN OF CONFINED MASONRY BUILDINGS Institute of Industrial Siene, University of Tokyo Bulletin of ERS, No. 37 PROPOSAL OF A STANDARD FOR SEISMIC DESIGN OF CONFINED MASONRY BUILDINGS Angel SAN BARTOLOME 1, Daniel QUIUN 1 and Paola MAYORCA

More information

Published in: 20th International ESAFORM Conference on Material Forming: Proceedings. Document Version: Peer reviewed version

Published in: 20th International ESAFORM Conference on Material Forming: Proceedings. Document Version: Peer reviewed version Investigation on Thermomehanial Properties of Poly (l-lati aid) for the Streth Blow Moulding Proess of Bioresorbable Vasular Saffold Wei, H., & Menary, G. (017). Investigation on Thermomehanial Properties

More information

Tests on Reinforced Concrete Slabs with Pre-stressing and with Transverse Reinforcement under Impact Loading

Tests on Reinforced Concrete Slabs with Pre-stressing and with Transverse Reinforcement under Impact Loading 20th International Conferene on Strutural Mehanis in Reator Tehnology (SMiRT 20) Espoo, Finland, August 9-14, 2009 SMiRT 20-Division 5, Paper 2015 Tests on Reinfored Conrete Slabs with Pre-stressing and

More information

Yield of spring barley mixtures as a function of varietal and environmental characteristics

Yield of spring barley mixtures as a function of varietal and environmental characteristics Yield of spring barley mitures as a funtion of varietal and environmental harateristis Lars Kiær 1, Ib Skovgaard 2 and Hanne Østergård 1 1 Biosystems Department, Risø National Laboratory DTU, 4000 Roskilde,

More information

High Rate-Dependent Interaction Diagrams for Reinforced Concrete Columns

High Rate-Dependent Interaction Diagrams for Reinforced Concrete Columns Amerian J. of Engineering and Applied Sienes 4 (1): 1-9, 2011 ISSN 1941-7020 2010 Siene Publiations High Rate-Dependent Interation Diagrams for Reinfored Conrete Columns 1 Taher Abu-Lebdeh, 1 Sameer Hamoush,

More information

Seismic Fragility Assessment of Transmission Towers via Performance-based Analysis

Seismic Fragility Assessment of Transmission Towers via Performance-based Analysis Seismi Fragility Assessment of Transmission Towers via Performane-based Analysis Liyu XIE, Jue TANG, Hesheng TANG & Qiang XIE Institute of Strutural Engineering and Disaster Redution, College of Civil

More information

NUMERICAL SIMULATION OF BEHAVIOUR OF REINFORCED CONCRETE STRUCTURES CONSIDERING CORROSION EFFECTS ON BONDING

NUMERICAL SIMULATION OF BEHAVIOUR OF REINFORCED CONCRETE STRUCTURES CONSIDERING CORROSION EFFECTS ON BONDING 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 NUMERICAL SIMULATION OF BEHAVIOUR OF REINFORCED CONCRETE STRUCTURES CONSIDERING CORROSION EFFECTS ON BONDING C.Q. Li 1, S.T. Yang 2 and M. Saafi 3 ABSTRACT

More information

TRANSLATION OF MEASURED VEHICULAR WEIGHTS INTO DESIGN LOADS TO BE USED FOR BRIDGE ENGINEERING

TRANSLATION OF MEASURED VEHICULAR WEIGHTS INTO DESIGN LOADS TO BE USED FOR BRIDGE ENGINEERING 7th International Symposium on Heavy Vehile Weights & Dimensions Delft. The Netherlands. June 16-2.22 TRANSLATION OF MEASURED VEHICULAR WEIGHTS INTO DESIGN LOADS TO BE USED FOR BRIDGE ENGINEERING ABSTRACT

More information

Strength of Glass from Hertzian Line Contact

Strength of Glass from Hertzian Line Contact Strength of Glass from Hertzian Line Contat Wenrui Cai, Brian Cuerden, Robert E. Parks, James H. Burge College of Optial Sienes, University of Arizona, Tuson, AZ USA 85721 Phone: 52-626-486, 52-621-8182

More information

Pore-level Influence of Contact Angle on Fluid Displacements In Porous Media

Pore-level Influence of Contact Angle on Fluid Displacements In Porous Media Pore-level Influene of Contat Angle on Fluid Displaements In Porous Media H.A. Akhlaghi Amiri * University of Stavanger (UiS), Department of Petroleum Engineering, 4036 Stavanger, Norway *Corresponding

More information

WATER WITHIN LIGHTWEIGHT AGGREGATE CONCRETE AND ITS RELATION TO AUTOGENOUS SHRINKAGE

WATER WITHIN LIGHTWEIGHT AGGREGATE CONCRETE AND ITS RELATION TO AUTOGENOUS SHRINKAGE WATER WITHIN LIGHTWEIGHT AGGREGATE CONCRETE AND ITS RELATION TO AUTOGENOUS SHRINKAGE S.A. Kristiawan Department of Civil Eng.Sebelas Maret University, e-mail: sa_kristiawan@uns.a.id Senot Sangadji Department

More information

Corrosion of reinforcing steel is widely accepted as the

Corrosion of reinforcing steel is widely accepted as the Strength eterioration of Reinfored Conrete Columns Exposed to Chloride Attak R. Greo, G.C. Marano Abstrat This paper fouses on reinfored onrete olumns load arrying apaity degradation over time due to hloride

More information

New Case Hardening Software SimCarb QuenchTemp for the Simulation of Hardness and Microstructure from Carburization Profiles

New Case Hardening Software SimCarb QuenchTemp for the Simulation of Hardness and Microstructure from Carburization Profiles New ase Hardening Software Simarb QuenhTemp for the Simulation of Hardness and Mirostruture from arburization Profiles M. Kaffenberger 1,a, J. Gegner 1,b 1 University of Siegen, Institute of Material Siene,

More information

INVESTIGATION OF THE SIZE EFFECT IN SHEAR OF STEEL FIBER REINFORCED CONCRETE (SFRC) SLENDER BEAMS

INVESTIGATION OF THE SIZE EFFECT IN SHEAR OF STEEL FIBER REINFORCED CONCRETE (SFRC) SLENDER BEAMS High Performane Fiber Reinfored Cement Composites (HPFRCC7), INVESTIGATION OF THE SIZE EFFECT IN SHEAR OF STEEL FIBER REINFORCED CONCRETE (SFRC) SLENDER BEAMS M. Zarrinpour (1), J.-S. Cho (2) and S.-H.

More information

Concrete Damage under Fatigue Loading in Uniaxial Compression

Concrete Damage under Fatigue Loading in Uniaxial Compression ACI MATERIALS JOURNAL TECHNICAL PAPER Title No. 114-M21 Conrete Damage under Fatigue Loading in Uniaxial Compression by Benard Isojeh, Maria El-Zeghayar, and Frank J. Vehio Despite rigorous efforts in

More information

ACI Structural Journal / July-August 1997

ACI Structural Journal / July-August 1997 Shamim A. Sheikh is a professor of ivil engineering at the University of Toronto. He is hairman of joint ACI-ASCE Committee 441, Reinfored Conrete Columns, a member of joint ACI-ASCE Committee 442, Response

More information

Numerical Modeling and Experimental Investigation of the Failure Modes of the Cellular Foam Sandwich Structures

Numerical Modeling and Experimental Investigation of the Failure Modes of the Cellular Foam Sandwich Structures Journal of Metals, Materials and Minerals, Vol.18 No.2 pp.111-115, 2008 Numerial Modeling and Experimental Investigation of the Failure Modes of the Cellular Foam Sandwih Strutures Jörg FELDHUSEN 1, Sirihai

More information

MODELING FLEXIBLE PACKAGE/GRANULAR MATERIAL INTERATION THROUGH COMBINATION OF DISCRETE ELEMENT METHOD (DEM) AND FINITE ELEMENT METHOD (FEM)

MODELING FLEXIBLE PACKAGE/GRANULAR MATERIAL INTERATION THROUGH COMBINATION OF DISCRETE ELEMENT METHOD (DEM) AND FINITE ELEMENT METHOD (FEM) MODELING FLEXIBLE PACKAGE/GRANULAR MATERIAL INTERATION THROUGH COMBINATION OF DISCRETE ELEMENT METHOD (DEM) AND FINITE ELEMENT METHOD (FEM) Wenbo Xu, Pavan Valavala, Mark Mirgon, Sam Crabtree, Lori Kardos,

More information

Single Point Diamond Turning of Calcium Fluoride Optics

Single Point Diamond Turning of Calcium Fluoride Optics Key Engineering Materials Vol. 516 (212) pp 48-413 Online available sine 212/Jun/14 at www.sientifi.net (212) Trans Teh Publiations, Switzerland doi:1.428/www.sientifi.net/kem.516.48 Single Point Diamond

More information

ANISOTROPY OF THE FRACTURE TOUGHNESS IN AGED INCONEL 718

ANISOTROPY OF THE FRACTURE TOUGHNESS IN AGED INCONEL 718 ANISOTROPY OF THE FRACTURE TOUGHNESS IN AGED INCONEL 718 G. Liu, D.K. Rehbein and 0. Buk Ames Laboratory-USDOE and Material Siene and Engineering Department Iowa State University, Ames, IA 50011 INTRODUCTION

More information

Finite Element Modelling of Steel/Concrete Bond for Corroded Reinforcement

Finite Element Modelling of Steel/Concrete Bond for Corroded Reinforcement Finite Element Modelling of Steel/Conrete Bond for Corroded einforement By Qixin Du A thesis Presented to the University of Ottawa in fulfillment of the requirements for Master of Applied Siene in Civil

More information

CREEP BEHAVIOUR OF GEOMETRICALLY NONLINEAR SOFT CORE SANDWICH PANELS

CREEP BEHAVIOUR OF GEOMETRICALLY NONLINEAR SOFT CORE SANDWICH PANELS 20 th International Conferene on Composite Materials CRP BHAVIOUR OF GOMTRICALLY NONLINAR SOFT COR SANDWICH PANLS hab Hamed 1 and Yeoshua Frostig 2 1 Centre for Infrastruture ngineering and Safety, Shool

More information

Fatigue and Creep-Fatigue Testing of Bellows at Elevated Temperature

Fatigue and Creep-Fatigue Testing of Bellows at Elevated Temperature S. Yamamoto K. Isobe S. Ohte Mehanial Engineering Laboratory, Researh and Development Center. N. Tanaka S. Ozaki Nulear Engineering Laboratory, Nulear Energy Group. K. Kimura Advaned Reator Engineering

More information

Dimensions of propulsion shafts and their permissible torsional vibration stresses

Dimensions of propulsion shafts and their permissible torsional vibration stresses (Feb 2005) (orr.1 Mar 2012) (orr.2 Nov 2012) (Rev.1 Aug 2014) (Rev.2 Apr 2015) Dimensions of propulsion shafts and their permissible torsional vibration stresses.1 Sope This UR applies to propulsion shafts

More information

Camber Variability in Prestressed Concrete Bridge Beams

Camber Variability in Prestressed Concrete Bridge Beams CONCRETE BRIDGE TECHNOLOGY Camber Variability in Prestressed Conrete Bridge Beams by Dr. Maher Tadros, econstrut Beams ast with extra amber in storage yard at Conrete Tehnology Corporation; amber shown

More information

Suggested Changes to NZS3101:2006 with Amendments 1 and 2

Suggested Changes to NZS3101:2006 with Amendments 1 and 2 1 Suggested Changes to NZS3101:2006 with Amendments 1 and 2 Rihard Fenwik and Dene Cook Introdution NZS 3101: 2006 Conrete Strutures Standard is a design ode published by Standards New Zealand. Sine the

More information

Creep Analysis of Aluminum Alloy Disk Experiment for High Speed Energy Storage Flywheel

Creep Analysis of Aluminum Alloy Disk Experiment for High Speed Energy Storage Flywheel Creep Analysis of Aluminum Alloy Disk Experiment for High Speed Energy Storage Flywheel YangXU, HanYU, ZupeiSHEN Tsinghua Univ. CHINA Abstrat: In order to ahieve higher speed and higher energy density,

More information

CFD, A DESIGN TOOL FOR A NEW HOT METAL DESULFURIZATION TECHNOLOGY

CFD, A DESIGN TOOL FOR A NEW HOT METAL DESULFURIZATION TECHNOLOGY Seond International Conferene on CFD in the Minerals and Proess Industries CSIRO, Melbourne, Australia 6-8 Deember 1999 CFD, A DESIGN TOOL FOR A NEW HOT METAL DESULFURIZATION TECHNOLOGY Stefan PIRKER 1,

More information

Feed-Time Distribution in Pneumatic Feeding of Softwood Seedlings

Feed-Time Distribution in Pneumatic Feeding of Softwood Seedlings Journal of Forest Engineering 49 FeedTime Distribution in Pneumati Feeding of Softwood Seedlings Ulf Hallonborg The Forestry Researh Institute of Sweden Uppsala, Sweden ABSTRACT Long seedling feed times

More information

Analytical model for axial stress-strain behavior of welded reinforcement grid confined concrete columns

Analytical model for axial stress-strain behavior of welded reinforcement grid confined concrete columns Journal of Asian Conrete Federation Vol. 1, No. 1, pp. 1-1, Sep. 215 ISSN 2465-7964 / eissn 2465-7972 http://dx.doi.org/1.1872/af.215.9.1.1 Analytial model for axial stress-strain behavior of welded reinforement

More information

Durability of bitumen mat used for increasing friction between concrete caisson and rock mound

Durability of bitumen mat used for increasing friction between concrete caisson and rock mound Duraility of itumen mat used for inreasing frition etween onrete aisson and rok mound Masakazu Mayama Hokkaido Institute of Tehnology, Sapporo, Japan Tadahiro Imoto Civil Engineering Researh Institute

More information

The influence of pallets on the behaviour and design of steel drive-in storage racks - Part II Design

The influence of pallets on the behaviour and design of steel drive-in storage racks - Part II Design University of Wollongong Researh Online Faulty of Engineering and Information Sienes - Papers: Part A Faulty of Engineering and Information Sienes 2013 The influene of pallets on the behaviour and design

More information

Influence of Loading Type, Specimen Size, and Fiber Content on Flexural Toughness of Fiber-Reinforced Concrete

Influence of Loading Type, Specimen Size, and Fiber Content on Flexural Toughness of Fiber-Reinforced Concrete TRANSPORTATION RESEARCH RECORD 1458 39 Influene of Loading Type, Speimen Size, and Fiber Content on Flexural Toughness of Fiber-Reinfored Conrete V. RAMAKRISHNAN AND SATYA S. YALAMANCHI Results of an experimental

More information

Simulation of Transient Thermal Behaviors of the System Consisting of Aluminum Plate and Phase Change Material

Simulation of Transient Thermal Behaviors of the System Consisting of Aluminum Plate and Phase Change Material Journal of Materials Sienes and Appliations 2017; 3(4): 53-57 http://www.aasit.org/journal/jmsa ISSN: 2381-0998 (Print); ISSN: 2381-1005 (Online) Simulation of Transient Thermal Behaviors of the System

More information

A Capillary Pressure Model for Geothermal Reservoirs

A Capillary Pressure Model for Geothermal Reservoirs Geothermal Resoures Counil Transations, Vol. 26, September 2002 A Capillary ressure Model for Geothermal Reservoirs Kewen Li and Roland N. Horne Stanford Geothermal rogram, Stanford University (kewenli@stanford.edu)

More information

REVENUE SHARING CONTRACT OR WHOLESALE PRICE CONTRACT? ANALYTICAL RESULTS FROM VARIOUS CHANNEL POWER ARRANGEMENTS IN A TOURISM SUPPLY CHAIN

REVENUE SHARING CONTRACT OR WHOLESALE PRICE CONTRACT? ANALYTICAL RESULTS FROM VARIOUS CHANNEL POWER ARRANGEMENTS IN A TOURISM SUPPLY CHAIN REVENUE SHARING CONTRACT OR WHOLESALE PRICE CONTRACT? ANALYTICAL RESULTS FROM VARIOUS CHANNEL POWER ARRANGEMENTS IN A TOURISM SUPPLY CHAIN n, College of Business, Washington State University, Wilson Road,

More information

SEISMIC RETROFIT USING CONTINUOUS FIBER SHEETS

SEISMIC RETROFIT USING CONTINUOUS FIBER SHEETS SEISMIC RETROFIT USING CONTINUOUS FIER SHEETS Yasuhiro MATSUZAKI 1, Katsuhiko NAKANO, Shigeru FUJII 3 And Hiroshi FUKUYAMA 4 SUMMARY The researh on seismi retrofit of RC members using ontinuous fiber sheets

More information

Architecture of an ERP System Supporting Project-Oriented Management

Architecture of an ERP System Supporting Project-Oriented Management Arhiteture of an ERP System Supporting Projet-Oriented Management Willy Piard and Grzegorz Wojiehowski Department of Information Tehnology The Poznań University of Eonomis ul. Mansfelda 4 60-854 Poznań,

More information

Modeling Tube-Forming of an Austenitic Stainless Steel with Exploitation of Martensite Evolution

Modeling Tube-Forming of an Austenitic Stainless Steel with Exploitation of Martensite Evolution TECHNISCHE MECHANIK, 32, 2-5, (2012), 155 163 submitted: November 1, 2011 Modeling Tube-Forming of an Austeniti Stainless Steel with Exploitation of Martensite Evolution T. Dally, C. Müller-Bollenhagen,

More information

Experimental Study on Hybrid Fiber Reinforced Concrete Deep Beams under Shear

Experimental Study on Hybrid Fiber Reinforced Concrete Deep Beams under Shear International Journal o Innovative Researh in Siene, (An ISO 3297: 2007 Certiied Organization) Experimental Study on Hybrid Fiber Reinored Conrete Deep Beams under Shear A. S. Shelke 1, Y. M. Ghugal 2,

More information

Permanent Link:

Permanent Link: Citation: Boswell, Brian and Chandratilleke, Tilak. 2009. Sustainable Metal Cutting, in TIC-STH ommittee (ed), 2009 IEEE Toronto International Conferene Siene and Tehnology for Humanity, Sep 26 2009. Ryerson

More information

ENHANCEMENT OF MASS TRANSFER IN SOLID-LIQUID EXTRACTION BY PULSED ELECTRIC FIELD

ENHANCEMENT OF MASS TRANSFER IN SOLID-LIQUID EXTRACTION BY PULSED ELECTRIC FIELD Journal of the University of Chemial Niola Tehnology Shoilevand Metallurgy, 40, 4, 2005, 329-334 ENHANCEMENT OF MASS TRANSFER IN SOLID-LIQUID EXTRACTION BY PULSED ELECTRIC FIELD M. Savova 1, H. Bart 2,

More information

Continuous temperature measurements on the pouring stand for casting moulds

Continuous temperature measurements on the pouring stand for casting moulds ARCHIVES of FOUNDRY ENGINEERING Published quarterly as the organ of the Foundry Commission of the Polish Aademy of Sienes ISSN (897-330) Volume 8 Issue /008 75 80 5/ Continuous temperature measurements

More information

Generating Light from Stoves using a Thermoelectric Generator

Generating Light from Stoves using a Thermoelectric Generator Generating Light from Stoves using a Thermoeletri Generator Dan Mastbergen, dmast@engr.olostate.edu Dr. Bryan Willson, Bryan.Willson@olostate.edu Engines and Energy Conversion Laboratory Department of

More information

The use of precast concrete sandwich panels has

The use of precast concrete sandwich panels has Load-arrying apaity of omposite preast onrete sandwih panels with diagonal fiber-reinfored-polymer bar onnetors Ehab Hamed The failure modes of omposite preast onrete sandwih panels made with diagonal

More information

USE OF STEEL FIBER REINFORCED CONCRETE IN THIN SHELL STRUCTURES: EVALUATION OF FIBER PERFORMANCE THROUGH TESTING OF SHELL SPECIMENS

USE OF STEEL FIBER REINFORCED CONCRETE IN THIN SHELL STRUCTURES: EVALUATION OF FIBER PERFORMANCE THROUGH TESTING OF SHELL SPECIMENS Computational Methods for Shell and Spatial Strutures IASS-IACM 2000 M. Papadrakakis, A. Samartin and E. Onate (Eds.) ISASR-NTUA, Athens, Greee 2000 USE OF STEEL FIBER REINFORCED CONCRETE IN THIN SHELL

More information

Author(s) Attari, Azadeh; McNally, Ciaran; Richardson, Mark G.

Author(s) Attari, Azadeh; McNally, Ciaran; Richardson, Mark G. Provided by the author(s) and University College Dublin Library in aordane with publisher poliies. Please ite the published version when available. Title Numerial Model for Quantifying Degree of Hydration

More information

Laboratory Investigation of Properties of Asphalt-Rubber Concrete Mixtures

Laboratory Investigation of Properties of Asphalt-Rubber Concrete Mixtures TRANSPORTATION RESEARCH RECORD 1417 93 Laboratory Investigation of Properties of Asphalt-Rubber Conrete Mixtures TAISIR S. l

More information

Keywords: Greenhouse; Thermal performance; Water pipes heating; Infrared radiation; Energy balance; Heating efficiency

Keywords: Greenhouse; Thermal performance; Water pipes heating; Infrared radiation; Energy balance; Heating efficiency International Symposium Greensys 7 "High Tehnology for Greenhouse system Management" Naples Italy, 4-6 Otober 7 Investigation of the Potential of Infrared-radiation (IR) to Redue Energy Consumption in

More information

EXPERIMENTAL STUDY ON LINK SLAB FOR HIGHWAY GIRDERS

EXPERIMENTAL STUDY ON LINK SLAB FOR HIGHWAY GIRDERS การประช มว ชาการว ศวกรรมโยธาแห งชาต คร งท ๑๐ ชลบ ร ๒ ๔ พฤษภาคม ๒๕๔๘ EXPERIMENTAL STUDY ON LINK SLAB FOR HIGHWAY GIRDERS Tayagorn Charuhaimontri 1 Ekasit Limsuwan 2 1 Ph.D.Student, Department of Civil Engineering,

More information

Analytical and Numerical Modeling of Hot Machining of Inconel 718

Analytical and Numerical Modeling of Hot Machining of Inconel 718 Amerian Journal of Mehanial and Materials Engineering 2017; 1(2): 49-57 http://www.sienepublishinggroup.om/j/ajmme doi: 10.11648/j.ajmme.20170102.14 Analytial and Numerial Modeling of Hot Mahining of Inonel

More information

3.1 Analysis of Members under Axial Load

3.1 Analysis of Members under Axial Load 3.1 Analysis of Members under Axial Load This setion overs the following topis. Introdution Analysis at Transfer Analysis at Servie Loads Analysis of Ultimate Strength Analysis of Behaviour Notations Geometri

More information

Numerical analysis of Masonry Spandrels with Shallow Arches

Numerical analysis of Masonry Spandrels with Shallow Arches Numerial analysis of Masonry Spandrels with Shallow Arhes Sujith Mangalathu Rose Programme, UME Shool, IUSS Pavia, Italy. Eole Polytehnique Fédérale de Lausanne (EPFL), Switzerland Katrin Beyer Eole Polytehnique

More information

THE ENERGY DISSIPATION EFFECTS OF REDUNDANT MEMBERS IN SILOS UNDER EARTHQUAKES

THE ENERGY DISSIPATION EFFECTS OF REDUNDANT MEMBERS IN SILOS UNDER EARTHQUAKES 269 THE ENEGY DISSIPATION EFFECTS OF EDUNDANT MEMBES IN SILOS UNDE EATHQUAKES Li Zhiming 1 and Geng Shujiang 1 SUMMAY An analytial study is made the response to strong base motion reinfored onrete silo

More information

Available online at ScienceDirect. Procedia Engineering 81 (2014 )

Available online at   ScienceDirect. Procedia Engineering 81 (2014 ) Available online at www.sienediret.om SieneDiret Proedia Engineering 81 (214 ) 2184 2189 11th International Conferene on Tehnology of Plastiity, ICTP 214, 19-24 Otober 214, Nagoya Congress Center, Nagoya,

More information

EXPERIMENTAL INVESTIGATION ON RECTANGULAR SRC COLUMNS WITH MULTI-SPIRAL CONFINEMENTS

EXPERIMENTAL INVESTIGATION ON RECTANGULAR SRC COLUMNS WITH MULTI-SPIRAL CONFINEMENTS 4th International Conferene on Earthquake Engineering Taipei, Taiwan Otober 12-13, 26 Paper No. 49 EXPERIMENTL INVESTIGTION ON RECTNGULR SRC COLUMNS WITH MULTI-SPIRL CONFINEMENTS C.C. Weng 1, Y.L. Yin

More information

J. A. Avila Institute of Engineering, National University of Mexico (UNAM), Mexico. Abstract. 1 Introduction

J. A. Avila Institute of Engineering, National University of Mexico (UNAM), Mexico. Abstract. 1 Introduction High Performane Strutures and Materials V 99 Prinipal results of the inelasti seismi performane of a 17-story RC building loated in the soft-soil area in Mexio City with normal-strength onrete and with

More information

Waste Shell Husks Concrete: Durability, Permeability and Mechanical Properties

Waste Shell Husks Concrete: Durability, Permeability and Mechanical Properties Journal of Building Constrution and Planning Researh, 2013, 1, 61-66 http://dx.doi.org/10.4236/jbpr.2013.13009 Published Online September 2013 (http://www.sirp.org/journal/jbpr) 61 Waste Shell Husks Conrete:

More information

DENSIFICATION OF SELECTIVE LASER SINTERED METAL PARTS BY HOT ISOSTATIC PRESSING ABSTRACT INTRODUCTION

DENSIFICATION OF SELECTIVE LASER SINTERED METAL PARTS BY HOT ISOSTATIC PRESSING ABSTRACT INTRODUCTION DENSIFICATION OF SELECTIVE LASER SINTERED METAL PARTS BY HOT ISOSTATIC PRESSING Mukesh K. Agarwala, and David L. Bourell, Center for Materials Siene and Engineering, Joseph J. Beaman, Department ofmehanial

More information

Finite Element Analysis of sustainable and deconstructable semi-rigid beam-tocolumn. composite joints

Finite Element Analysis of sustainable and deconstructable semi-rigid beam-tocolumn. composite joints ICCM214 28-3 th July, Cambridge, England Finite Element Analysis of sustainable and deonstrutable semi-rigid beam-toolumn omposite joints *Abdolreza Ataei 1, Mark A. Bradford 2 1,2 Centre for Infrastruture

More information

A nonlinear cumulative evolution model for corrosion fatigue damage *

A nonlinear cumulative evolution model for corrosion fatigue damage * Han et al. / J Zhejiang Univ-Si A (Appl Phys & Eng) 214 15(6):447-453 447 Journal o Zhejiang University-SCIECE A (Applied Physis & Engineering) ISS 1673-565X (Print); ISS 1862-1775 (Online) www.zju.edu.n/jzus;

More information

LIFETIME PREDICTION MODELING OF AIRFOILS FOR ADVANCED POWER GENERATION. Ventzislav Gueorguiev Karaivanov

LIFETIME PREDICTION MODELING OF AIRFOILS FOR ADVANCED POWER GENERATION. Ventzislav Gueorguiev Karaivanov LIFETIME PREDICTION MODELING OF AIRFOILS FOR ADVANCED POWER GENERATION by Ventzislav Gueorguiev Karaivanov Mehanial Engineer, Tehnial University, Sofia, Bulgaria, 1995 Submitted to the Graduate Faulty

More information

Concentration and Refractive Index Profiles of Titanium- and Iron-Diffused Planar LiNbO, Waveguides

Concentration and Refractive Index Profiles of Titanium- and Iron-Diffused Planar LiNbO, Waveguides D. KP et al.: Conentration and Refrative ndex Profiles of LiNbO, Waveglides 141 phys. stat. sol. (a) 139, 341 (1993) Subjet lassifiation: 78.65; 66.3; S1l.l Fuhhereih Physik (a) and Znstitut fur Clzmie

More information

Determination of Biogenic Energy, Fossil Energy and Mass Fractions in Refuse Derived Fuels

Determination of Biogenic Energy, Fossil Energy and Mass Fractions in Refuse Derived Fuels CONTACT Determination of Biogeni Energy, Fossil Energy and Mass Frations in Refuse Derived Fuels Helmut Rehberger, Vienna University of Tehnology, Austria Johann Fellner, Vienna University of Tehnology,

More information

Buildup Factors Calculation for a 1-MeV Point Isotropic Source in Iron, Concrete, and. Water. Skyler Butler, Maria Pinilla

Buildup Factors Calculation for a 1-MeV Point Isotropic Source in Iron, Concrete, and. Water. Skyler Butler, Maria Pinilla Buildup Fators Calulation for a 1-MeV Point Isotropi Soure in Iron, Conrete, and Water Skyler Butler, Maria Pinilla Abstrat This experiment alulates the buildup fators for 1-MeV point isotropi soure of

More information

EXPERIMENTAL INVESTIGATION OF THE SHEAR CAPACITY OF PLASTIC HINGES

EXPERIMENTAL INVESTIGATION OF THE SHEAR CAPACITY OF PLASTIC HINGES fib Symposium Keep Conrete Attrative, Budapest 25 EXPERIMENTAL INVESTIGATION OF THE SHEAR CAPACITY OF PLASTIC HINGES Rui Vaz Rodrigues, PhD andidate; Olivier Burdet, PhD; Prof. Aurelio Muttoni, PhD Strutural

More information

Strategic Outsourcing with Technology Transfer under Cournot Competition

Strategic Outsourcing with Technology Transfer under Cournot Competition Disussion Paper ERU/4 4 February, 4 Strategi Outsouring with Tehnology Transfer under Cournot Competition Tarun Kabiraj Indian Statistial Institute and Uday Bhanu Sinha ** Delhi Shool of Eonomis February,

More information

Finite Element Modeling of Cyclic Behavior of Shear Wall Structure Retrofitted using GFRP

Finite Element Modeling of Cyclic Behavior of Shear Wall Structure Retrofitted using GFRP SP-230 74 Finite Element Modeling of Cyli Behavior of Shear Wall Struture Retrofitted using GFRP by Z.J. Li, T. Balendra, K.H. Tan, and K.H. Kong Synopsis: In this paper, a non-linear 3-D finite element

More information

Full Scale Load Testing of Selected RG4 Supporting Beam

Full Scale Load Testing of Selected RG4 Supporting Beam Full Sale Load Testing of Seleted RG4 Supporting Beam BPEX PROJECT Maptaphut, Rayong Final Report by Civil and Environmental Engineering Design and Consulting Servie Mahidol University Applied and Tehnologial

More information

CHAPTER 3 FABRICATION AND EXPERIMENTS OF MICROCHANNEL HEAT SINKS

CHAPTER 3 FABRICATION AND EXPERIMENTS OF MICROCHANNEL HEAT SINKS 66 CHAPTER 3 FABRICATION AND EXPERIMENTS OF MICROCHANNEL HEAT SINKS 3.1 OVERVIEW In this hapter, fabriation of slitting saw type plain milling utters (of various dimensions) and form type slotter shaping

More information