Protection of Wind Turbine Against The Lightning Damage

Size: px
Start display at page:

Download "Protection of Wind Turbine Against The Lightning Damage"

Transcription

1 15 6th International Renewable Energy Congress (IREC) Protetion of Wind Turbine Against The Lightning Damage DIB Djalel, Department of eletrial engineering, University larbi Tebessi, Tebessa- 1-Algeria, Mordjaoui Mourad Department of eletrial engineering, University of Skikda, Skikda- 1- Algeria, Mordjaoui- S. Ghoudelbourk Department of Eletrial engineering University larbi Tebessi, Tebessa- 1-Algeria, Abstrat- Damages of wind turbines by lightning is urrently one of the main soures of wind turbine insurane laims and downtime. Understanding the effets of lightning strikes has beome inreasingly important as the size and rated power of wind turbines inrease and they are plaed in loations where repair is diffiult and ostly. The wind turbines are important strutures, sine they an easily attrat the wrath of storms hits heights lose, they an also apture the most distant. The rotation of the blades may also trigger lightning and result in onsiderable inrease in the number of strikes to a wind turbine unit. Sine wind turbines are tall strutures, the lightning urrents that are injeted by return strokes into the turbines will be affeted by refletions at the top, at the bottom, and at the juntion of the blades with the stati base of the turbine. We present our ontribution in this paper to study lightning strokes and their effets on the wind turbines with the aim to enrih the work and to suggest more effetive means of protetion against lightning. Keywords: wind turbine, lightning, protetion, blade, urrent return stroke, arbon reinfored plastis I. INTRODUCTION Lightning damage has mainly been to home applianes and telephones, towers and power transmission and generation equipment mal funtions and damage due to strikes on power lines. With the adoption of wind power generation equipment, however, lightning damage is also inreasing in this area. Through his dimensional harateristis, the wind power system is more exposed in the nature ompared to all others systems. Lightning damage is the single largest ause of unplanned downtime in wind turbines, and that downtime is responsible for the loss of ountless megawatts of power generation. Wind turbine tehnology is onstantly evolving in all areas in reent times but lightning remains the first danger to this tehnology growth. Being higher than 1 meters and being loated in remote areas, wind turbines are exposed to lightning strokes muh as 1 times per year, implying an alarming frequeny of lightning strokes, implying an alarming frequeny of lightning strikes. In the 199s that quite often aused heavy damages. In 1995 approx 8% of the damages registered by insuranes were aused by lightning however, modern wind power generation units are haraterized by ever taller turbines and wind turbine blades are now being produed with lengths of 6 m and beyond. Sine insurane ompanies demand for proper lightning defense, lightning has nowadays lost its terrifying effet for the users. Even retrofitted turbines withstand lightning strokes without serious problems. Wind turbines are tall, isolated towers omposed of sensitive eletronis, all of whih are fators that make lightning a persistent and real threat. A properly installed lightning protetion system, however, will interept the lightning and effetively and safely ondut it to the earth without risking physial destrution to the wind turbine. Aording to a German study, lightning strikes aounted for 8% of wind turbine insurane laims. During its first full year of operation, 85% of the down time experiened by one southwestern ommerial wind farm was lightning-related. Total lightning related damage exeeded $5,. The German eletri power ompany Energieerzeugungswerke Helgoland GmbH shut down and dismantled their Helgoland Island wind power plant after being denied insurane against further lightning losses. They had been in operation three years and /15/$ IEEE

2 suffered more than $54, (USD) in lightning-related damage. II. LIGHTNING DAMAGE TO WIND-TURBINE The statistis presented in this paper are quoted in IEC/TR 614-4, highly informative and whih present data on the European ountries that have known of Events of the turbines damage by lightning strokes (Germany, Sweden, and Denmark) where lightning is omparatively infrequent, 4% 8% of all wind turbines will suffer lightning-aused damage every year. However, in areas of greater lightning density, this figure is reported to be onsiderably higher. In some ountries, damaged number by lightning inreased doubled than before. In this way, the inreasing installation of wind power generation equipment is ausing problems not found in other ountries beause of the weather onditions. A. Wind Turbine Component Damage The following systems, arranged in order from most to least vulnerable, may be damaged by lightning strikes: damage to the ontrol system. These inlude sensors, atuators, and the motors for steering the equipment into the wind. Aording to the updated National Fire Protetion Assoiation handbook: While physial blade damage is the most expensive and disruptive damage aused by lightning, by far the most ommon is damage to the ontrol system ; damage to eletronis. Wind turbines are deeptively omplex, housing a transformer station, frequeny onverter, swithgear elements, and other expensive, sensitive equipment in a relatively small spae; blade damage. A lightning strike to an unproteted blade will raise its temperature tremendously, perhaps as high as 54, F (3, C), and result in an explosive (Fig.) expansion of the air within the blade. This expansion an ause damage to the blade surfae, melted glue, and raking on the leading and trailing edges. Muh of the damage may go undeteted while signifiantly shortening the blade s servie life. One study found that wood epoxy blades are more lightning-resistant than GRP/glass epoxy blades; damage to générateurs batteries an be destroyed, or even detonated, by a lightning strike. Note that lightning dangers inrease with turbine height In reent years, windmills have beome markedly larger. The height of the blade tips on many of these large windmills is over 1 meters, whih inreases the frequeny of damage from lightning strikes. Damage to the blades of large windmills have higher repair osts and require more time for replaement (inluding transport and installation). The inrease in windmill downtime has brought about a derease in the operation rate and utilized apaity of windmill equipment [9]. Almost all modern turbine blades are onstruted with built-in lightning protetion in the form of onduting elements. This improved blade design has signifiantly redued the amount of blade damage []. B. Prinipal Lightning risk Fators The above statistis give redene to the main onlusion of a study ommissioned by the European Union and onduted by the University of Manhester: the protetion of wind turbine eletroni systems from indiret effets is of equal importane to, if not greater than, the protetion against diret effets [1]. The three risk fators to be mitigated then are as follows: Damage to blades aused by diret strikes: This damage an be aused by strikes to the tips of the blades and also to strikes along the length of the blades. Almost all diret strikes to a wind turbine will hit the rotor blades. Damage aused by surge urrents: This damage an be aused by surge urrents originating from either diret strikes to the blades or oming from (indiret) strikes to onneted power and data lines. This would inlude the a power lines as well as the telephone or supervisory ontrol and data aquisition lines used to remotely ontrol the turbines. Damage aused by voltages: This damage an be aused by voltages indued in iruits (power as well as ontrol) adjaent to the neessary down-ondutors that arry the lightning urrent to earth. III. EVALUATION OF LIGHTNING INCIDENCE TO WIND TURBINES The design of an lightning protetion system LPS should be based on the risk of lightning striking the struture in question. This risk is a funtion of the struture height, the loal topography and the loal level of lightning ativity. Fig 1. Wind turbines exposed to lightning strokes Fig. Variation of lightning strikes with Tower Height

3 N(year-1) N(year) Elevated objets suh as wind turbines experiene both downward and upward flashes, the proportion being a funtion of objet height [11]. The total annual lightning inidene N (in year-1) is given by N = N u + N d (1) Where Nu and Nd are the annual number of upward flashes and downward flashes, respetively. Based on observations of the lightning inidene to strutures with heights ranging from to 54 m situated on a flat surfae in different regions of the world, Eriksson [6] derived the following equation: N = N g.4. s () where hs is the height of the struture in meters and Ng is the ground flash density in km- year Total annual lightning inidene N (in year-1) aording Erikson Model hs(m) Fig 3. Total annual lightning inidene N (in year-1) aording Erikson Model IEC [6] reommends that wind turbines on a flat terrain be modeled as a tall mast with a height equal to the hub height plus one rotor radius, the equivalent attrative or olletion area being defined as a irle with a radius of three times the turbine height R a = 3. s (3) In IEC [6], the overall number of lightning flashes to the wind turbine is alulated using the expression installed. As reported in [], wind turbines installed in the low mountain areas in Germany have a higher risk of lightning damage (14 faults per 1 unit years) ompared to wind turbines installed in the oastal areas (5.6 faults per 1 unit years). The evaluation of lightning inidene to wind turbines situated in mountainous regions is muh more diffiult than on flat ground due to the fat that topologial fators will play a major role in the enhanement of the eletri field at the top of the wind turbine. IV. LIGHTNING TRANSIENT CURRENT BEHAVIOR INSIDE THE TURBINE When lightning strikes an elevated tower or wind turbine, the transient phenomena in the strike objet introdue hanges in the original lightning urrent waveform. The influene of the strike objet on the urrent waveform fig (), has been reently investigated by a number of researh groups around the world and several of the so-alled engineering return-stroke models have been extended to take into aount the presene of the elevated strike objet. In some of these studies, the strike objet was modeled as an ideal, uniform transmission line. In the return stroke models that take into aount the strike struture, it is often assumed that the propagation speed of urrent pulses along the strike objet is equal to the speed of light and that the urrent refletion oeffiients at its extremities (qt at the top and qg at the bottom) are onstant. Further, the existene of upwardonneting leaders and any refletions at the return stroke wave front are negleted. The bottom refletion oeffiient for the urrent in the tower an be expressed in terms of the harateristi impedane of the tower, Zt, and the grounding system impedane, Zg, as follows: ρ g= Z t Z g Z t +Z g (5) Similarly, the top refletion oeffiient for the urrent in the tower an be expressed in terms of the harateristi impedane Zt and the equivalent impedane of the lightning return stroke hannel Zh: N = N g. π. 3 s. 1 6 (4) ρ t= Z t Z Z t +Z (6) Total annual lightning inidene N (in year-1) Erikson and IEC models For a lightning return stroke initiated at the top of the strike objet, the urrent along it and along the lightning hannel for a given height z were derived by Rahidi et al. [7] and it is given by 6 4 hs(m) Fig.4. Total annual lightning inidene N (in year-1) aording Erikson (Red) and IEC model (blue) i z, t = 1 ρ t n= for h <z< H tot : ρ n t. ρ n g i, t z ρ n n t. ρ +1 g i, t +z. u t z. u t +z + (7) Wind turbine failures due to lightning depend strongly on the terrain where the wind parks are

4 i z, t =. u t z v z z P z. i, t v ρ t i, t + z 1 ρ t 1 + ρ t n= ρ g n+1 ρ t n i, t. u t + z + (8) where io(h, t) is the so-alled undisturbed urrent, defined as the urrent that would be measured at the top of the strike objet (lightning attahment point) if both refletion oeffiients qt and qg were equal to zero, z is the height along the strike objet for Eq. (7) and along the hannel for Eq. (8), is the speed of light, v is the return stroke speed, Htot is the total height, obtained by adding the lengths of the lightning hannel and of the elevated strike objet, v* is the urrent-wave speed in the lightning hannel, and u(t) is the Heaviside unit step funtion. A. The Modified Transmission Line model, MTLE Established by Nui, Rahidi [1][15], the model MTLE orrets the defets of the TL model while keeping its simpliity by allowing an easy use in the eletromagneti radiation, based on this formulation of the spae-temporal distribution along the hannel of the urrent i(z', t), defined by : i( z', t) i(, t z' / v) exp( z' / ) z' vt i( z', t) z' vt (9) More reently, Heidler proposed a new analytial expression to simulate the urrent: disontinuity between the body and the blades of the wind turbine system at the hub. The instantaneous angle of the struk blade with respet to the base may strongly influene the refletion and transmission oeffiients at the disontinuity. V. PROTECTING WIND TURBINES There is an unabated trend for the utilization of regenerative energy gained from wind turbines, solar, photovoltai and biogas plants or geothermal heat. This is an enormous market potential not only for the energy industry but also for the suppliers and the eletrial trade and that worldwide. It goes without saying that surges an ause onsiderable damage there. Due to the exposed position and the overall height, wind turbines are exposed to diret lightning effets. Multi-megawatt wind turbines with blades reah a total height up to 15 m and are therefore partiularly exposed to danger. A omprehensive lightning and surge protetion is required A. Lightning Protetion Zones Conept LPZ The lightning protetion zones onept is a struturing measure for reating a defined EMC environment within a struture (Figure 6). The defined EMC environment is speified by the eletromagneti immunity of the used eletri equipment. I ( t / ) i (, t) ) 1 ( t / ) And 1 1 n exp n ) 1 I, the magnitude of the urrent in the hannel base 1, is the time-onstant of the fae, is the onstant of derease η, is the fator of orretion fator of magnitude and n is an exhibitor ranging between and 1. n 1 n exp( t / (1) n 1 Fig 6. Lightning protetion zones onept for a wind turbine Fig. 5. Current in lightning hannel of the Model MTLE with (, t) of Heidler For lightning to wind turbines, the previous model needs to be adapted to take into aount the Being a protetion measure, the lightning protetion zones onept inludes therefore a redution of the onduted and radiated interferenes at boundaries down to agreed values. For this reason, the objet to be proteted is subdivided into protetion zones. The protetion zones result from the struture of the wind turbine and shall onsider the arhiteture of the struture. It is deisive that diret lightning parameters affeting lightning protetion zone LPZ A from outside are redued by shielding measures and installation of surge protetive devies to ensure that the eletri and eletroni systems and devies situated inside the wind turbine an be operated without interferenes.

5 B. Shielding measures The naelle should be designed as a metal shield that is losed in itself. Thus a volume an be obtained inside the naelle with onsiderably attenuated, eletromagneti field ompared to the outside. The onneting ables should be provided with an outer, ondutive shield. With respet to interferene suppression, shielded ables are effetive against EMC oupling only if the shields are onneted with the equipotential bonding on both sides. The shields must be ontated with enirling ontat terminals to avoid long and for EMC improper. C. Earthing system of a wind turbine For earthing a wind turbine, the reinforement of the tower should always be integrated. Installation of a foundation earth eletrode in the tower base, and, if existing, in the foundation of an operation building, should also be preferred in view of the orrosion risk of earth ondutors. The earthing of the tower base and the operation building (Fig.7) should be onneted by an intermeshed earthing in order to get an earthing system with the largest surfae possible. Fig.7. Earthing system with the largest surfae of Wind turbine Protetive iruit for ondutors at the boundary of lightning protetion zone LPZ A to LPZ1 and higher Besides shielding against radiated soures of interferene, protetion against onduted soures of interferene at the boundaries of the lightning protetion zones must also be provided for reliable operation of the eletri and eletroni devies. At the boundary of lightning protetion zone LPZ A to LPZ1 (onventionally also alled lightning equipotential bonding) SPDs must be used, whih are apable of disharging onsiderable partial lightning urrents without damage to the equipment. These SPDs are alled lightning urrent arresters (SPDs Type 1) and tested with impulse urrents, wave form 1/35 μs. At the boundary of LPZ B to LPZ1 and LPZ1 and higher, only low energy impulse urrents have to be ontrolled whih result from voltages indued from the outside or from surges generated in the system itself. These protetion devies are alled surge protetive devies (SPDs Type ) and tested with impulse urrents, wave form 8/ μs. D. LPS on blades and working LPS is vital for wind turbine blades as they are prone to lightning strikes due to their shape and position on the wind turbine. LPS in the present blades in this projet onsist of a down ondutor/ reeptor (Fig.8) based system. During a thunderstorm the reeptor is the preferred first point of attahment to lightning leaders. After suessful intereption to the lightning leader, the lightning urrent is safely onduted through the down ondutor Fig.8. Zone blade ondutor retrofit VI. INFLUENCE OF CARBON REINFORCED PLASTIC, CRP In [6], Carbon Reinfored Plasti materials are onsidered as eletrial ondutors and it is reommended to bond CRP to other onduting omponents for lightning protetion purposes. However, this reommendation raises two questions whih need to be addressed: a. are CRP omponents able to ondut lightning urrent without being damaged? b. how should the bonding between CRP and LPS be made? Another issue related to the use of CRP is their response to the stati eletri field below a thunderloud. It is indeed well known that the eletri field Eg at ground level below thunderlouds an reah values of about -5 to -15 kv/m. It is likely that the CRP material in the blade experienes fields whih vary from Eg to a value than an reah a few times Eg, due to the field enhanement effet, when the blade tip is at its highest position. Fig 9. Geometry for the evaluation of eddy urrents in a CRP laminate (Adapted from [7] _1 IEEE) The irulation of eddy urrents results in an energy dissipation as heat, whih an generate mehanial stresses. To evaluate the eddy urrent losses in CRP laminates, we onsider the geometry presented in Fig.9. The CRP laminate is defined by a volume of thikness d, width l and length h, parallel to, and at a distane R

6 Wo(J.m²) from the lightning down ondutor. The average loss due to eddy urrents in a laminate is given by: P f = k f df B max w ² sinh k f d sin k f d osh k f d os k f d B max f = μ I(f) tanh ( jπfμς d ) πr jπfμς d (11) f = πfμς l is the medium permeability and r is the ondutivity of the CRP. The energy dissipated per unit volume is given by: W = fmax p f df (1) And the total dissipated energy in the laminate is therefore: W = W. l. d. (13) Speifi dissipated energy Wo in a CRP laminate of width d 14 d(m) Fig. 1. Speifi dissipated energy in a CRP laminate of width d. (Adapted from [7] _1 IEEE) Figure.1 present the speifi energy Wo = W/(l.h) in J/m as a funtion of width d and onsidering the following parameters used in [7]: R =. m, = S m-1 and r = 1. The return stroke urrent orresponds to a typial first return stroke and has an amplitude of 3 ka. VII. CONCLUSION In the term of this work we an finish off the following onlusion and reommendations: The lightning damage is the single largest ause of unplanned downtime in wind turbines, and that downtime is responsible for the loss of ountless megawatts of power generation Lightning protetion of wind turbines presents a number of new hallenges due to the geometrial, eletrial, and mehanial partiularities of the turbines. This is espeially true for modern units sine they are beoming taller and beause arbon fiber omposite materials are being used to reinfore them. The main onlusions of the hapter are summarized here under : The risk assessment for the purpose of LPS design is based on empirial formulas for the estimation of the number of flashes to a tall objet on a flat terrain. The rotation of the blades may have a onsiderable influene on the number of strikes to the blades of large wind turbines as these may be triggering their own lightning. The simulation results show that the influene of the height is important in the frequeny of lightning on the Wind turbines where Erikson's model gives more redibility and deserves to be adopted to provide for a more effiient LPS and the transient phenomena in general. More than one reeptor if neessary blades over 5 m (8 ft) in length. The presene of arbon reinfored plastis in the blades introdues a new set of problems to be dealt with in the design of the turbines LPS REFERENCES [1] Faulstih S, Hahn B, Lyding P (1) Eletrial subassemblies of wind turbines a substantial risk for the availability. In: Proeedings european wind energy onferene and exhibition (EWEC), Warsaw. [] Brian MNiff, Wind Turbine Lightning Protetion Projet, subontrator repport, May NREL/SR , Colorado, USA [3] IEC (1993) Protetion of strutures against lightning. Part 1: general priniples. International Eletrotehnial Commission, Geneva, Switzerland. [4] Kuniko Urashima Environment and Energy Researh Unit Considering of Lightning Damage Protetion and Risk Redution for a Safe and Seure Soiety, quarterly review No. 5, Otober, 7 [5] IEC (1995) Protetion against lightning eletromagneti impulse. Part 1: general priniples. International Eletrotehnial Commission, Geneva, Switzerland. [6] IEC (1) Wind turbine generator systems. Part 4: lightning protetion. International Eletrotehnial Commission, Geneva, Switzerland. [7] Rahidi F, Rubinstein M, Montanya J et al (8) A review of urrent issues in lightning protetion of new generation wind turbine blades. IEEE Trans Ind Eletron 55: [8] Motoyama H, Janishewskyj W, Hussein AM et al (1996) Eletromagneti field radiation model for lightning strokes to tall strutures. IEEE Trans Power Deliv 11: [9] Bermudez JL, Rahidi F, Rubinstein M et al (5) Far-field urrent relationship based on the TL model for lightning return strokes to elevated strike objets. IEEE Trans Eletromagn Compat 47: [1] Cotton, N. Jenkins, and K. Pandiaraj, Lightning protetion for wind turbine blades and bearings, Eur. CommissionContrat JOR3-CT95-5. [11] Baba Y, Rakov VA (5) Lightning eletromagneti environment in the presene of a tall grounded strike objet. J Geophys Res 11:D Pavanello D, Rahidi F, Rubinstein M et al (7) On return stroke urrents and remote eletromagneti fields assoiated with lightning strikes to tall strutures: 1. Computational models. J Geophys Res 11:D1311. [1] Mosaddeghi A, Shoory A, Rahidi F et al (1) Lightning eletromagneti fields at very lose distanes assoiated with lightning strikes to the gaisberg tower. J Geophys Res 115:D1711. [13] Rakov VA, Uman MA (3) Lightning: physis and effets. Cambridge University Press, Cambridge. [14] Berger K (197) Mesungen und resultate der blitzforshung auf dem Monte San Salvatore bei Lugano, der jahre Bull SEV 63: [15] Zhou H, Theethayi N, Diendorfer G et al (1) On estimation of the effetive height of towers on mountaintops in lightning inidene studies. J Eletrost 68: [16] D. Dib, A. Haddohe, F. Chemam,, The Return-Stroke of Lightning Current, Soure of Eletromagneti Fields (Study, Analysis and Modelling), Amerian Jornal of Applied Sienes AJAS, 4(3), pp., 7.

STUDY OF THE LIGHTNING IMPACT ON THE WIND-TURBINE

STUDY OF THE LIGHTNING IMPACT ON THE WIND-TURBINE Energy Research Journal 5 (1): 17-25, 2014 ISSN: 1949-0151 2014 doi:10.3844/erjsp.2014.17.25 Published Online 5 (1) 2014 (http://www.thescipub.com/erj.toc) STUDY OF THE LIGHTNING IMPACT ON THE WIND-TURBINE

More information

TEMPERATURE ADAPTIVE CONTROL USING THE ADDITIVE MANUFACTURING FOR INJECTION MOLDING POLYMERIC PRODUCTS

TEMPERATURE ADAPTIVE CONTROL USING THE ADDITIVE MANUFACTURING FOR INJECTION MOLDING POLYMERIC PRODUCTS 5 th International Conferene Advaned Composite Materials Engineering COMAT 2014 16-17 Otober 2014, Braşov, Romania TEMPERATURE ADAPTIVE CONTROL USING THE ADDITIVE MANUFACTURING FOR INJECTION MOLDING POLYMERIC

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

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

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

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

APPLICATION OF BASE ISOLATION IN HIGH VOLTAGE ELECTRICAL EQUIPMENT.

APPLICATION OF BASE ISOLATION IN HIGH VOLTAGE ELECTRICAL EQUIPMENT. The th World Conferene on Earthquake Engineering Otober 7, 8, Beijing, China APPLICATION OF BASE ISOLATION IN HIGH VOLTAGE ELECTRICAL EQUIPMENT ABSTRACT: Han Junke, Zhang Chunlei, Yang Fengli, Cao Meigen

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

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

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

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

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

7001 Diamond Snap-Form ICF Code Considerations With the multitude of lightweight onrete forming systems in the onstrution market, building offiials are raising questions about ode ompliane and/or ode evaluation

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

GROUND WATER/SURFACE WATER INTERACTIONS AWRA SUMMER SPECULLTP CONF~NCR CZ-I PDG- ANALYSIS OF INFILTRATED STREAM WATER TO A PUMPING WELL

GROUND WATER/SURFACE WATER INTERACTIONS AWRA SUMMER SPECULLTP CONF~NCR CZ-I PDG- ANALYSIS OF INFILTRATED STREAM WATER TO A PUMPING WELL JULY 1-3 GROUND WATER/SURFACE WATER NTERACTONS AWRA SUMMER SPECULLTP CONF~NCR 22 32 CZ- PDG- ANALYSS OF NFLTRATED STREAM WATER TO A PUMPNG WELL Xunhong Chen' and Xi Chen' ABSTRACT: Pumping of groundwater

More information

Analysis of Wound Rotor Self-Excited Induction Generators

Analysis of Wound Rotor Self-Excited Induction Generators nd WSEAS Int. Conf. on CICUITS, SYSTEMS, SIGNA and TEECOMMUNICATIONS (CISST'8)Aapulo, Mexio, January 5-7, 8 Analysis of Wound otor Self-Exited Indution Generators.S. Sandhu (Professor) & S.P.Jain (Professor)

More information

building, and these researh results indiated that it is the double orner reession modifiation that redues RMS of aross-wind aerodynami fore by 40%, al

building, and these researh results indiated that it is the double orner reession modifiation that redues RMS of aross-wind aerodynami fore by 40%, al The Seventh International Colloquium on Bluff Body Aerodynamis and Appliations (BBAA7) Shanghai, China; September 2-6, 2012 Effets of orner reession modifiation on aerodynami oeffiients of square tall

More information

LOW FREQUENCY BUCKETS FOR INDUSTRIAL STEAM TURBINES by

LOW FREQUENCY BUCKETS FOR INDUSTRIAL STEAM TURBINES by LOW FREQUENCY BUCKETS FOR INDUSTRIAL STEAM TURBINES by Firm L. Weaver Engineering Consultant Sun City Center, Florida Firm L. Weaver graduated from Roanoke Coll ege, in Salem, Virginia, with a B.S. degree

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

Limit states for the damage assessment of bridges supported on LRB bearings

Limit states for the damage assessment of bridges supported on LRB bearings Journal of Physis: Conferene Series PAPER OPEN ACCESS Limit states for the damage assessment of bridges supported on LRB bearings To ite this artile: M Jara et al 05 J. Phys.: Conf. Ser. 68 0046 View the

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

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

DEVELOPMENT AND INVESTIGATION OF A SYMMETRIC INDUCTION HEATING UNIT FOR SPHERICAL SHAPE METAL WARE

DEVELOPMENT AND INVESTIGATION OF A SYMMETRIC INDUCTION HEATING UNIT FOR SPHERICAL SHAPE METAL WARE Journal of Chemial Sergey Tehnology S. Titov, Vitor and Metallurgy, N. Meshheryakov 53, 5, 2018, 1009-1016 DEVELOPMENT AND INVESTIGATION OF A SYMMETRIC INDUCTION HEATING UNIT FOR SPHERICAL SHAPE METAL

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

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

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

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

EXPERIMENTAL INVESTIGATION OF ECCENTRIC REINFORCED CONCRETE BEAM-COLUMN-SLAB CONNECTIONS UNDER EARTHQUAKE LOADING

EXPERIMENTAL INVESTIGATION OF ECCENTRIC REINFORCED CONCRETE BEAM-COLUMN-SLAB CONNECTIONS UNDER EARTHQUAKE LOADING 13 th World Conferene on Earthquake Engineering Vanouver, B.C., Canada August 1-6, 24 Paper No. 215 EXPERIMENTAL INVESTIGATION OF ECCENTRIC REINFORCED CONCRETE BEAM-COLUMN-SLAB CONNECTIONS UNDER EARTHQUAKE

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

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

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

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

Economic Assessment of Intensive Culture

Economic Assessment of Intensive Culture Reprodued from JOURNAL OF FORESTRY, Vol. 76, No. 11, November 1978, by the FOREST SERVICE, U.S. Department of Agriulture, for offiial use. About This File:,. lhis file was reated by sanning the printed

More information

Energy Savings from Increased Preventive Maintenance on Indiana Highways

Energy Savings from Increased Preventive Maintenance on Indiana Highways TRANSPORTATION RESEARCH RECORD 112 27 Energy Savings from Inreased Preventive Maintenane on Indiana Highways EssAM A. SHARAF AND KuMARES C. SINHA In this paper are desribed the development of trade-off

More information

A study on local stresses of corrugated steel webs in PC bridges under prestressing

A study on local stresses of corrugated steel webs in PC bridges under prestressing A study on loal stresses of orrugated steel webs in PC bridges under prestressing Shogo MORI *, Takao MIYOSHI **, Hisato KATOH *** Nobuo NISHIMURA ****, Satoshi NARA ***** Abstrat Generally, seldom orrugated

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

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

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

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

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

Research and application of the analytical hierarchy model based on sports industry resource optimization and structure layout strategy

Research and application of the analytical hierarchy model based on sports industry resource optimization and structure layout strategy vailable online www.jopr.om Journal of Chemial and Pharmaeutial Researh, 04, 6(6):890-897 Researh rtile ISSN : 0975-784 CODEN(US) : JCPRC5 Researh and appliation of the analytial hierarhy model based on

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

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

Development of Eco-Friendly Deconstruction Technologies for Recycling Construction Waste

Development of Eco-Friendly Deconstruction Technologies for Recycling Construction Waste Journal of Environmental Protetion, 214, 5, 647-661 Published Online May 214 in SiRes. http://www.sirp.org/journal/jep http://dx.doi.org/1.4236/jep.214.5766 Development of Eo-Friendly Deonstrution Tehnologies

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 Novel and More Efficient Way to Grind Punching Tools

A Novel and More Efficient Way to Grind Punching Tools A Novel and More Effiient Way to Grind Punhing Tools P. Krajnik 1,, R. Drazumeri, J. A. Badger 3, C. M. Niolesu 1, J. Kopa 1 KTH Royal Institute of Tehnology, Prodution Engineering, Stokholm, Seden University

More information

Energy Saving Opportunities through Heat Recovery from Cement Processing Kilns: A Case Study

Energy Saving Opportunities through Heat Recovery from Cement Processing Kilns: A Case Study Energy Saving Opportunities through Heat Reovery from Cement Proessing Kilns: A Case Study I. I. AL-HINTI a, A. AL-GHANDOOR b, A. AL-NAJI, M. ABU-KHASHABEH, M. JOUDEH, M. AL-HATTAB a Department of Mehanial

More information

ModuSec. Secure and efficient IT room solutions Composite Panel Systems Compared. Panel Systems are not all the same!

ModuSec. Secure and efficient IT room solutions Composite Panel Systems Compared. Panel Systems are not all the same! ModuSe Seure and effiient IT room solutions Composite Panel Systems Compared Panel Systems are not all the same! When it omes to aommodating ritial IT systems, the first issue to look at is the environment

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

Abstract. Technological Changes in Japanese Housing and Its Effects on Carbon Emissions

Abstract. Technological Changes in Japanese Housing and Its Effects on Carbon Emissions Tehnologial Changes in Japanese Housing and Its Effets on Carbon Emissions Gloria P. GERILLA 1 Researh Fellow Department of Civil Engineering, Saga University 1 Honjo, Saga, 840-8502, Japan Phone: +81-952-28-8830

More information

STUDY ON THE SEISMIC BEHAVIOR OF SELF-ANCHORED SUSPENSION BRIDGES

STUDY ON THE SEISMIC BEHAVIOR OF SELF-ANCHORED SUSPENSION BRIDGES 384 Journal of Marine Siene and Tehnology, Vol., No. 4, pp. 384-39 () DOI:.69/JMST--34- STUDY ON THE SEISMIC BEHAVIOR OF SELF-ANCHORED SUSPENSION BRIDGES Wen-Liang Qiu, Chang-Huan Kou, Chin-Sheng Kao 3,

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

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

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

Review Paper on Wind Turbine

Review Paper on Wind Turbine International Journal of Researh (IJR) Available at http://internationaljournalofresearh.org Review Paper on Wind Turbine Harish Kumar Patel 1 ; Vipinkumar patel 2 ; Ashwani Sahu 3 & Kusum Sahu 4 1 Leturer

More information

WAER QUALITY CAPTURE VOLUME FOR STORMWATER BMP and LID DESIGNS

WAER QUALITY CAPTURE VOLUME FOR STORMWATER BMP and LID DESIGNS Guo, James C. Y. Urbonas, B. and MaKenzie K. (2012) Water Quality Capture Volume for LID and BMP Designs, HEENG- 1539, aepted for publiation on ASCE J of Hydrologi Engineering, Ot, 2012 WAER QUALITY CAPTURE

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

EITF ABSTRACTS. To take advantage of new capabilities in electronic commerce and advances in computer

EITF ABSTRACTS. To take advantage of new capabilities in electronic commerce and advances in computer EITF ABSTRACTS Issue No. 97-13 Title: Aounting for Costs Inurred in Connetion with a Consulting Contrat or an Internal Projet That Combines Business Proess Reengineering and Information Tehnology Transformation

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

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

CONTRIBUTION OF EXTERNALLY APPLIED FRP COMPOSITES TO CONCRETE SHEAR TRANSFER

CONTRIBUTION OF EXTERNALLY APPLIED FRP COMPOSITES TO CONCRETE SHEAR TRANSFER CONTRIBUTION OF EXTERNALLY APPLIED FRP COMPOSITES TO CONCRETE SHEAR TRANSFER Saenz, N., Pantelides, C.P., and Reaveley, L.D. Department o Civil and Environmental Engineering, University o Utah, Salt Lake

More information

Post-Tensioned Two-Way Slab

Post-Tensioned Two-Way Slab The Medial Oie Building Malvern, PA 13 Post-Tensioned Two-Way Slab Introdution The Filigree beam system reates a thin lightweight loor system that leaves plenty o open plenum spae or mehanial and eletrial

More information

Yield curvature for seismic design of circular reinforced concrete columns

Yield curvature for seismic design of circular reinforced concrete columns University of Wollongong Researh Online Faulty of Engineering - Papers (Arhive) Faulty of Engineering and Information Sienes 1 Yield urvature for seismi design of irular reinfored onrete olumns M Neaz

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

IMECE DYNAMIC RESPONSE IN THE LOW-KHZ RANGE AND DELTA-E EFFECT IN FERROMAGNETIC SHAPE MEMORY NI-MN-GA

IMECE DYNAMIC RESPONSE IN THE LOW-KHZ RANGE AND DELTA-E EFFECT IN FERROMAGNETIC SHAPE MEMORY NI-MN-GA Proeedings of IMECE 3 23 ASME International Mehanial Engineering Congress Washington, D.C., November 15 21, 23 IMECE23-43198 DYNAMIC RESPONSE IN THE LOW-KHZ RANGE AND DELTA-E EFFECT IN FERROMAGNETIC SHAPE

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

BEHAVIOR OF PRESTRESSED SIMPLE AND CONTINUOUS PARTIALLY COMPOSITE STEEL-CONCRETE BEAMS

BEHAVIOR OF PRESTRESSED SIMPLE AND CONTINUOUS PARTIALLY COMPOSITE STEEL-CONCRETE BEAMS ACTA TECHNICA CORVINIENSIS Bulletin of Engineering Tome IX [2016], Fasiule 3 [July September] ISSN: 2067 3809 1.Mohamed A. A. EL-SHAER, 2. Shymaa M. MUKHTAR BEHAVIOR OF PRESTRESSED SIMPLE AND CONTINUOUS

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

Thermal Analysis of Open-Cycle Regenerator Gas-Turbine Power-Plant

Thermal Analysis of Open-Cycle Regenerator Gas-Turbine Power-Plant Thermal Analysis of Open-Cyle Regenerator Gas-Turbine Power-Plant M. M. Rahman, Thamir K. Ibrahim, M. Y. Taib, M. M. Noor, K. Kadirgama and Rosli A. Bakar Abstrat Regenerative gas turbine engine yle is

More information

Analytical modeling of bond stress at steel-concrete interface due to corrosion

Analytical modeling of bond stress at steel-concrete interface due to corrosion yerson University Digital Commons @ yerson Theses and dissertations 1-1-011 Analytial modeling of bond stress at steel-onrete interfae due to orrosion Luaay Hussein yerson University Follow this and additional

More information

Characterization of Cranberry Decline in British Columbia Cranberry Beds RESEARCH REPORT, December 2015

Characterization of Cranberry Decline in British Columbia Cranberry Beds RESEARCH REPORT, December 2015 Charaterization of Cranberry Deline in British Columbia Cranberry Beds RESEARCH REPORT, Deember 201 Projet Coordinator: Dr. Rebea Harbut, KPU CO-PIs: Dr. Peter Oudemons, Rutgers University Dr. Les Lavkulih,

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

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

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

Experiment Station. Department of Soil and Crop Sciences

Experiment Station. Department of Soil and Crop Sciences Tehnial Bulletin TB06-03 August 2006 Ag riultural Experiment Station College of Agriultural Sienes Department of Soil and Crop Sienes Western Colorado Researh Center Organi Alternatives for Weed Control

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

Optimizing Traffic Diversion Around Bottlenecks

Optimizing Traffic Diversion Around Bottlenecks 22 Optimizing Traffi Diversion Around Bottleneks YI-CHIN HU and PAUL SCHONFELD ABSTR.CT A traffi simulation and optimization model has been developed to analyze traffi flow in large networks with severe

More information

COCCUS Farm 75 kw Small Biogas Plant for Livestock Farmers

COCCUS Farm 75 kw Small Biogas Plant for Livestock Farmers COCCUS Farm 75 kw Small Biogas Plant for Livestok Farmers Plant tehnology Fig. similar COCCUS Farm 75 kw The COCCUS Farm 75 kw plant allows even small farms to reate a seondary soure of inome. COCCUS Farm

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

We re bottom-line smart.

We re bottom-line smart. Somewhere in the mid-east, a major oil ompany is using our independent, tehnology assessment of projet ativities that will aelerate their time-to-ompletion. We re bottom-line smart. Carmagen Engineering

More information

System Dynamics Optimisation Approach to Irrigation Demand Management

System Dynamics Optimisation Approach to Irrigation Demand Management Bureau of Meteorology From the SeletedWorks of Amgad Elmahdi 2005 System Dynamis Optimisation Approah to Irrigation Demand Management Amgad ELMAHDI Hetor Malano Teri Ethells Shahbaz khan Available at:

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

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

PROPERTIES OF SRP COMPOSITES AND THEIR EFFECT ON DESIGN PROCEDURES

PROPERTIES OF SRP COMPOSITES AND THEIR EFFECT ON DESIGN PROCEDURES PROPERTIES OF SRP COMPOSITES AND THEIR EFFECT ON DESIGN PROCEDURES Rafał Krzywoń PhD MsC Silesian University of Tehnology, Poland rafal.krzywon@polsl.pl Summary Desribed in the paper omposites are based

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

Hong-ze Li and Sen Guo. 1. Introduction

Hong-ze Li and Sen Guo. 1. Introduction Mathematial Problems in Engineering Volume 2013, Artile ID 848901, 11 pages http://dx.doi.org/10.1155/2013/848901 Researh Artile External Eonomies Evaluation of Wind Power Engineering Projet Based on Analyti

More information

Final Report PERFORMANCE-RELATED SPECIFICATIONS FOR CONCRETE BRIDGE SUPERSTRUCTURES FHWA/IN/JTRP-2001/8. Volume 3 Nonmetallic Reinforcement

Final Report PERFORMANCE-RELATED SPECIFICATIONS FOR CONCRETE BRIDGE SUPERSTRUCTURES FHWA/IN/JTRP-2001/8. Volume 3 Nonmetallic Reinforcement Final Report PERFORMANCE-RELATED SPECIFICATIONS FOR CONCRETE BRIDGE SUPERSTRUCTURES FHWA/IN/JTRP-2001/8 Volume 3 Nonmetalli Reinforement Robert J. Frosh Professor of Civil Engineering Prinipal Investigator

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

European Regulations For Multilayer Food Contact Materials. Dr. Hermann Onusseit Henkel KGaA Düsseldorf, Germany ABSTRACT

European Regulations For Multilayer Food Contact Materials. Dr. Hermann Onusseit Henkel KGaA Düsseldorf, Germany ABSTRACT European Regulations For Multilayer Food Contat Materials Dr. Hermann Onusseit Henkel KGaA Düsseldorf, Germany ABSTRACT Artiles and failities whih ome into ontat with food are subjet to speial demands.

More information

Pressure Vessels and Heat Exchangers

Pressure Vessels and Heat Exchangers With Pressure Vessel and Heat Exhanger expertise in design evaluation, development of tehnial purhase speifiations, rerating, and repair analysis and high temperature vessel design, you d think we an do

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

The role of pumped storage power plants in the power system operation

The role of pumped storage power plants in the power system operation The role of pumped storage power plants in the power system operation Miroslav Vítek, Tomáš Králík, Ji í T ma Faulty of Eletrial Engineering Czeh Tehnial University in Prague Prague, Czeh Republi vitekm@

More information

A Proper Design of Wind Turbine Grounding Systems under Lightning

A Proper Design of Wind Turbine Grounding Systems under Lightning A Proper Design of Wind Turbine Grounding Systems under Lightning M. A. Abd-Allah, Mahmoud N. Ali, A. Said Abstract Lightning protection systems (LPS) for wind power generation is becoming an important

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

~ Early Life

~ Early Life Measurements and reporting systems are established Suessful validation of the deployment triggers the launh of Early Life Support (ELS). 6.0 Deploy & Verify - Q)... E Q) t1 Ol Change.r::: t1 0 t1 (jj Ol

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

Designing 1 kw PEMFC APU for 4 passenger vehicle

Designing 1 kw PEMFC APU for 4 passenger vehicle Projet Report 2008 TRRF05 Fuel Cell Tehnology Deember 7 th, 2008 Designing 1 kw PEMFC APU for 4 passenger vehile Munir Ahmed Khan Department of Energy Sienes, Faulty of Engineering Lund University, Box

More information

RESILIENT INFRASTRUCTURE June 1 4, 2016

RESILIENT INFRASTRUCTURE June 1 4, 2016 RESILIENT INFRASTRUCTURE June 1 4, 2016 PUNCHING SHEAR BEHAVIOUR OF HIGH STRENGTH CONCRETE SLAB-COLUMN CONNECTIONS REINFORCED WITH GFRP BARS Ahmed M. Hussein MS Student, University o Manitoba, Canada Ehab

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