A PROTOCOL FOR DETERMINATION OF ADHESIVE FRACTURE TOUGHNESS OF FLEXIBLE LAMINATES BY PEEL TESTING: MANDREL PEEL METHOD.

Size: px
Start display at page:

Download "A PROTOCOL FOR DETERMINATION OF ADHESIVE FRACTURE TOUGHNESS OF FLEXIBLE LAMINATES BY PEEL TESTING: MANDREL PEEL METHOD."

Transcription

1 A PROTOCOL FOR DETERMINATION OF ADHESIVE FRACTURE TOUGHNESS OF FLEXIBLE LAMINATES BY PEEL TESTING: MANDREL PEEL METHOD. An ESIS protocol June 2005 L F Kawashita, D R Moore, J G Williams 1 INTRODUCTION This protocol is a supplement to another entitled A Protocol For Determination Of The Adhesive Fracture Toughness Of Flexible Laminates By Peel Testing : Fixed Arm and T-Peel Methods [1] which relates to fixed arm peel and T-peel. For all peel tests on flexible laminates, adhesive fracture toughness (G A ) is obtained by measuring the external energy (G E ) required to conduct peel of the laminate whilst making allowance for the plastic bending energy in the peel arm (G P ). A global energy analysis then provides a determination of adhesive fracture toughness [1]: G A = G G (1) E P For many of the peel methods, including fixed arm and T-peel, the peel strength (peel force per unit width of specimen) is measured as well as the stress-strain behaviour of the peel arm [2,3]. This enables G E and G P to be calculated. G E is determined from peel strength (F/b) and peel angle (θ), and assuming negligible tensile deformation [2]: G E F = (1 cosθ ) (2) b G P is determined by the application of large displacement theory and the calculations are complex (although software for conducting the calculations is available [2, 3,4]). It involves the fitting of a function (either a bilinear or linear-power function) to the measured stress-strain behaviour of the peel arm in order to make the calculations tractable. Sometimes, this fit will not be perfect because of the nature of the deformation characteristics of the peel arm and therefore there is a possibility of inaccuracy. A mandrel peel procedure, where the peel arm is conformed to a circular roller (the mandrel) overcomes these complex calculations because a global energy analysis allows direct determination of both G A and G P [5,6,7,8]. 2 ANALYSIS OF A MANDREL PEEL TEST A mandrel peel method is shown in Figure 1, where the curvature of the peel arm is controlled by its conformation to a roller of radius R 1 [7,8]. This is achieved by applying a horizontal force D and in the case shown in Figure 1, this alignment force is at 90 o to the peel force. At the debonding point we have an angle θ and a force F as shown. For negligible friction, equating the moments around the axis we have, FR 1 = PR 1 i.e. F=P (3)

2 and horizontal equilibrium gives an expression for the force D, D 1 = P(cosθ + cosθ ) (4) P θ1 R 1 D F θ Figure 1 Mandrel peel method Thus and D cosθ = cosθ 1 P (5) F P D G = (1 cosθ ) = (1 + cosθ 1 ) b b b (6) Since θ 1 = 90 then P D G = ( GA+ GP ) = ( ) (7) b Two tests are conducted in the mandrel peel method; one with an unbonded specimen (G A = 0) and the other with a bonded laminate. For an unbonded specimen, the radius of curvature of the peel arm R 0, is large and conformity is guaranteed and data in the form of P 0 /b versus D 0 /b is shown in Figure 2 with a slope of unity (for zero friction) but displaced by G P (R 1 ) as shown. For the bonded specimen at D = 0, θ = 90 o so the value is as in a 90 o fixed arm peel test and usually R 0 < R 1 and P/b> G P (R 0 ) + G A > G P (R 1 ) + G A. As D increases θ decreases and so R 0 increases until R 0 = R 1 and conformity occurs as shown. For larger D values the lines should be parallel and displaced by G A.

3 P/b G(90 o ) Conformity R 0=R 1 Bonded specimen Unbonded specimen P 0 /b vs D 0 /b Reference line of slope (1+µ):1 G A G P (R 1 ) 0 D/b Figure 2 Analysis of mandrel peel. If the friction is negligible in these tests then the slopes of the lines will be unity. Generally the friction should be low (coefficient of friction µ ) but it can be calibrated out so that the slope is ( 1+ µ ):1 and the horizontal translation of the lines gives the G values 3 MANDREL PEEL TEST Mandrel peel specimens Two types of specimen must be tested in a mandrel peel procedure: (i) An unbonded specimen for the determination of the plastic bending energy. This will have the same substrates as those to be used in the bonded test but will be held together (and fixed to the mandrel table) via a bolt mechanism. No adhesive is used. (ii) A bonded specimen to be used for the determination of G A. The substrates are now joined together with the adhesive and the complete specimen is bolted to the mandrel table. An example of a generic specimen is shown in Figure 3; in practice some of the details may be different. Bolt holes for attaching specimen to mandrel table Base substrate Unbonded area to be placed in machine grip Peel arm Figure 3 General aspects of a bonded mandrel peel specimen

4 The unbonded specimen will have the same peel arm (material and thickness) as that for the bonded specimen. This peel arm can be fixed to the base substrate by a bolt that also fixes both parts to the mandrel table. Specimen dimensions will be as those for the bonded specimen. Bonded specimens for conducting mandrel peel should be in the form of rectangular specimens where the two parts of the laminate have already been adhered but where there is a region of unadhered material (of nominal length 50 mm), as shown in Figure 3. The overall dimensions of a peel specimen need not be rigidly defined but for many tests we have found that a length of 300 mm and width (10 20) mm proves to be quite satisfactory. Three specimens should be tested for each set of conditions. However, by using a long specimen it is possible to conduct more than one test on the same specimen. This is achieved by conducting the first test (i.e. obtaining a set of D, P data), unbolting the specimen from the mandrel table and relocating it in order to obtain another set of data. A re-location is necessary because the travel of the table with its linear bearing mechanism is limited. Peel arm Chain for attachment of alignment load (D) Mandrel roller with bearings Base substrate attached by bolts to table on a linear bearing Figure 4 A Mandrel Peel Instrument Mandrel peel equipment The choice of mandrel peel jig is not unique but the apparatus should incorporate a number of features. A successful kit is shown schematically in Figure 4. First, the jig is attached to an Instron or similar universal testing machine (a 10 kg load cell should

5 be adequate with a frame of 25kN capacity) such that as peel occurs the equilibrium peel force is maintained steady by the jig moving along a low friction linear bearing system. Second, the mandrel can rotate with minimal friction, achieved by the presence of bearings in the mandrel roller. Third, only one side of the laminate is allowed to be the peel arm in the test. Fixing the base substrate of the laminate to the peel table is a critical issue. If this layer can separate from the table during the test then the energy involved in that process will increase the measured adhesive fracture toughness value which will then be erroneously highl. The means of fixing the base substrate to the table should be reported. A bolt method can be successful. The friction in the system should be less than 5 % and the procedure will include a measurement of total friction. In assembling the mandrel peel jig there are a number of factors to consider: (i) The mandrel roller radius (R 1 ) is a variable of the test and typical values might be in the range (1-20) mm. A roller should be selected such that the peel arm curvature (R 0 ) in the test will be larger than the roller radius, particularly when the alignment load is large. This cannot be judged a priori but previous experience or test results from a 90 o fixed arm peel test [3] can define the value of R 0. If this condition (R 0 > R 1 ) is not satisfied, then conformance of the peel arm to the roller will not be achieved. (ii) Once the roller size has been selected it must be attached to the equipment so as to ensure proper operation. There are two adjustments to make. First, the horizontal adjustment should be made with a rectangular and long metal piece in the test machine top grip (e.g. a small metal ruler) in order to simulate a peel arm and to set the location of the roller. Second, the vertical adjustment of the roller is made in order to obtain a balance between the roller being as near to the specimen as possible but without the overall friction (µ) of the equipment being greater than 5%. (During the analysis of results µ can be measured as already mentioned in Figure 2). (iii) Attaching the specimen laminate to the mandrel table is best achieved with bolts. The bolt-holes in the base substrate must be counter sunk so that the bolt heads do not touch the mandrel roller during the peel process. Experimental method Prior to testing, the following dimensions should be obtained: Thickness of peel arm (5 measurements along the length of the specimen); the average value should be obtained (h). The width of the peel arm (5 measurements along the length of the specimen); the average value should be obtained (b). Thickness of base substrate (5 measurements along the length of the specimen); the average value should be obtained. Total thickness of the laminate (5 measurements along the length of the specimen); the average value should be obtained. This can be used to determine the adhesive bond-line thickness (h a ) The aim of the test on the bonded and unbonded specimens is to obtain a set (for each test) of peel force (P) and alignment force (D) data during peel of the bonded specimen and bending around the mandrel roller for the unbonded specimen. In both tests it is necessary to gently bend by hand, the peel arm around the roller and grip the peel arm in the test machine. If necessary, a re-gripping procedure can be used if the

6 initial length of peel arm is insufficient to adequately grip the peel arm (20 mm should be gripped). In both tests, small alignment loads should be used first and after the peel force has been measured, then the alignment force can be increased. In planning the alignment force to be used, the available length of displacement from the linear bearing trolley should be identified. For example, a 100 mm stroke linear bearing might be common. The gripping of the peel arm might use say 20 mm of displacement. Therefore, 80 mm of displacement remain available for peel or deformation around the roller. For each alignment load, 10 mm of displacement should be recorded whilst monitoring the peel or deformation force for bonded and unbonded specimen, respectively. Consequently, the number of alignment loads that can be used with 80 mm of available displacement will be 8. The smallest alignment load should be applied and the peel force measured and recorded. It is imperative that the maximum displacement of the linear bearing trolley is not exceeded, since this will damage the mechanism. Therefore, the table should be marked so that the extremity of displacement of the trolley is well signalled. For the example cited here, 8 sets of data (D, P) will be obtained for the unbonded and bonded specimens N N Peel Force (N) N 403 N 501 N 599 N Displacement (mm) Figure 5 An illustrative set of peel force versus displacement data for a bonded specimen (width 15 mm) with alignment loads in the range 300N to 750 N The initial alignment load will depend on the width of the specimen (b), the toughness of the adhesive (G A ), the thickness and material used for the peel arm and the roller radius. Therefore, some experience will be necessary. This can be obtained by some trial experiments or by specific instruction from a source of experience. It will be important to start at relatively small alignment loads but to generate high alignment loads by the end of the test. This needs to be achieved in some 6-8 steps. The ultimate application of high alignment loads is mandatory otherwise conformation of the peel arm to the roller will not be achieved. Moreover, several values of (D,P) should be consistent with conformance of the peel arm to the roller so that the appropriate

7 parallel portions for the unbonded and bonded specimens are achieved (as discussed in the text associated with Figure 2). An illustrative set of peel force versus peel displacement results are shown in Figure 5 for a range of alignment loads in the range (300 to 800) N. It is possible that alignment loads might be as large as 100kg and even for smaller alignment loads, care must be taken in ensuring the gentle application of these loads (as dead-weights). In addition, the chain mechanism must be able to hold such weights, but even so, care must be taken in ensuring that if chain failure occurs that injury to the operator does not occur. Using large lengths of chain so that the weights are near to the floor can be helpful, but this does not guarantee safety and therefore precautions should be taken AA 2024-T mm thickness Adhesive F Mandrel 20mm radius 60 P/b (N/mm) Bonded Specimen Unbonded Specimen D/b (N/mm) Figure 6 Illustrative P/b versus D/b results from a mandrel peel test for bonded and unbonded specimens (width 15 mm) using a 20 mm radius mandrel roller. The slope of the plots of P/b versus D/b should be parallel for cases when the peel arm conforms to the mandrel roller as shown in Figure 6. The slope of the curves should be measured and the coefficient of friction for the equipment should be obtained (µ). The horizontal displacement of the line for the bonded specimen and the line for the unbonded specimen provides a value for G A whilst the horizontal displacement between the line for the unbonded specimen and the reference line (see Figure 2) provides the value for G P. In addition, each data point can be considered individually and the horizontal displacements can be used to obtain a set of values for G A that can then be plotted against D/b, as illustrated in Figure 7.

8 6 5 AA 2024-T mm thickness, Adhesive F Mandrel 20mm radius Mandrel Peel 4 GA (kj/m 2 ) D/b (N/mm) Figure 7 An illustrative plot of G A versus D/b 5 PRESENTATION OF RESULTS Results should be presented for each test and for each specimen. A presentation of results should include a description of the equipment used (test machine and mandrel jig) and a description of the test laminate (substrate materials and adhesive). In addition, specimen dimensions should be given: Peel arm thickness (h) mm Base substrate thickness mm Bond-line thickness (h a ) mm Specimen width for peel arm (b) mm Specimen width for base substrate mm The following derived data should be reported: Adhesive fracture toughness (G A ) J/m 2 Plastic bending energy (G P ) J/m 2 Coefficient of friction µ A number of graphical presentations should be included in the report: (i) A plot of peel force versus displacement for each of the alignment loads (as shown in Figure 5). (ii) A plot of P/b versus D/b for both the bonded specimen and the unbonded specimen (as shown in Figure 6). (iii) A plot of G A versus D/b (as shown in Figure 7).

9 6 REFERENCES [1] Kinloch, A.J., Lau, C.C. and J G Williams, Int. J. Fract., 66, (1994). [2] Georgiou, I., Hadavina, H., Ivankovic, A., Kinloch, A.J., Tropsa, V., Williams, J. G. The Journal of Adhesion, 79, 1-27 (2003). [3] Moore, D.R., Pavan, A., Williams, J.G., eds "Fracture Mechanics Testing Methods for Polymers, Adhesives and Composites, Moore, D.R., & Williams, J.G., Ch 3 p 203 ISBN Elsevier, Oxford, [4] Imperial College website, peel test protocols- ICPeel [5] Gent, A. N., & Kaang, S.Y., J Adhesion, 24, (1987). [6] Breslauer, E., Trocynski, T., J.Adhesion Sci. Technol., 12, (1998). [7] Kawashita, L.F., Moore, D.R., Williams, J.G., The Journal of Adhesion, 80, 1-21, 2004 [8] Kawashita, L.F., Moore, D.R., Williams, J.G., A Comparison Of Peel Tests For Metal-Polymer Laminates For Aerospace Applications tbp The Journal of Adhesion 2005

10

KEYWORDS Adhesive fracture toughness, cohesive fracture toughness, fracture mechanics, peel tests, adhesive joint tests, interfacial fracture.

KEYWORDS Adhesive fracture toughness, cohesive fracture toughness, fracture mechanics, peel tests, adhesive joint tests, interfacial fracture. Eng. Fracture Mechanics, 7, 6, - A CRITICAL INVESTIGATION OF THE USE OF A MANDREL PEEL METHOD FOR THE DETERMINATION OF ADHESIVE FRACTURE TOUGHNESS OF METAL-POLYMER LAMINATES L F Kawashita, A J Kinloch,

More information

ELIMINATION OF BACKING EFFECTS IN PRACTICAL ADHESION TESTING

ELIMINATION OF BACKING EFFECTS IN PRACTICAL ADHESION TESTING ELIMINATION OF BACKING EFFECTS IN PRACTICAL ADHESION TESTING David J. Yarusso, Corporate Scientist, 3M Company, St. Paul, MN Taylor Seabaugh, Student Intern, Cornell University, Ithaca, NY 1 Abstract Two

More information

4 Image Analysis of plastic deformation in the fracture of paper

4 Image Analysis of plastic deformation in the fracture of paper 4 Image Analysis of plastic deformation in the fracture of paper 4.1 Introduction As detailed in Chapter 2, one of the fundamental problems that arises in the estimation of the fracture toughness of an

More information

OpenFOAM in Non-linear Stress Analysis: Modelling of Adhesive Joints

OpenFOAM in Non-linear Stress Analysis: Modelling of Adhesive Joints HIGH ELECTROTECHNICAL SCHOOL VELS VISOKA ELEKTROTEHNIČKA KA ŠKOLA VARAŽDIN CROATIA OpenFOAM in Non-linear Stress Analysis: Modelling of Adhesive Joints Dr Vlado Tropša Current Position: Lecturer of Solid

More information

1. SCOPE 2. REFERENCED DOCUMENTS

1. SCOPE 2. REFERENCED DOCUMENTS Illinois Test Procedure 405 Effective Date: January 1, 2016 Determining the Fracture Potential of Asphalt Mixtures Using the Illinois Flexibility Index Test (I-FIT) 1. SCOPE 1.1. This test method covers

More information

Laboratory 5 Bend and Re-Bend Test of Steel Reinforcing Bar

Laboratory 5 Bend and Re-Bend Test of Steel Reinforcing Bar Department of Materials and Metallurgical Engineering Bangladesh University of Engineering Technology, Dhaka MME 222 Materials Testing Sessional 1.50 Credits Laboratory 5 Bend and Re-Bend Test of Steel

More information

Metal-plate connections loaded in combined bending and tension

Metal-plate connections loaded in combined bending and tension Metal-plate connections loaded in combined bending and tension Ronald W. Wolfe Abstract This study evaluates the load capacity of metal-plate connections under combined bending and axial loads and shows

More information

Testing of Bolted Cold- Formed Steel Connections in Bearing (With and Without Washers) RESEARCH REPORT RP01-4

Testing of Bolted Cold- Formed Steel Connections in Bearing (With and Without Washers) RESEARCH REPORT RP01-4 research report Testing of Bolted Cold- Formed Steel Connections in Bearing (With and Without Washers) RESEARCH REPORT RP01-4 MARCH 2001 Committee on Specifications for the Design of Cold-Formed Steel

More information

Page 1 of 46 Exam 1. Exam 1 Past Exam Problems without Solutions NAME: Given Formulae: Law of Cosines: C. Law of Sines:

Page 1 of 46 Exam 1. Exam 1 Past Exam Problems without Solutions NAME: Given Formulae: Law of Cosines: C. Law of Sines: NAME: EXAM 1 PAST PROBLEMS WITHOUT SOLUTIONS 100 points Tuesday, September 26, 2017, 7pm to 9:30 You are allowed to use a calculator and drawing equipment, only. Formulae provided 2.5 hour time limit This

More information

Behaviour of deviated CFRP-Strips

Behaviour of deviated CFRP-Strips Fourth International Conference on FRP Composites in Civil Engineering (CICE2008) 22-24July 2008, Zurich, Switzerland Behaviour of deviated CFRP-Strips M. Hwash 1, J. Knippers 1 & F. Saad 2 1 Institut

More information

.Jan NEMCIK *, Ernest BAAFI and Ian PORTER

.Jan NEMCIK *, Ernest BAAFI and Ian PORTER Acta Geodyn. Geomater., Vol. 10, No. 2 (170), 207 213, 2013 DOI: 10.13168/AGG.2013.0021 STABILISING ROCK SURFACES WITH A GLASS REINFORCED POLYMER SKIN.Jan NEMCIK *, Ernest BAAFI and Ian PORTER School of

More information

SEISMIC STRENGTHENING AND REPAIR OF REINFORCED CONCRETE SHEAR WALLS

SEISMIC STRENGTHENING AND REPAIR OF REINFORCED CONCRETE SHEAR WALLS SEISMIC STRENGTHENING AND REPAIR OF REINFORCED CONCRETE SHEAR WALLS Josh LOMBARD 1, David T LAU 2, Jag L HUMAR 3, Simon FOO 4 And M S CHEUNG 5 SUMMARY This paper presents the results obtained in a feasibility

More information

THE DESIGN OF EXTERNALLY BONDED REINFORCEMENT (EBR) FOR REINFORCED CONCRETE STRUCTURES BY MEANS OF FIBRE REINFORCED POLYMERS (FRP)

THE DESIGN OF EXTERNALLY BONDED REINFORCEMENT (EBR) FOR REINFORCED CONCRETE STRUCTURES BY MEANS OF FIBRE REINFORCED POLYMERS (FRP) THE DESIGN OF EXTERNALLY BONDED REINFORCEMENT (EBR) FOR REINFORCED CONCRETE STRUCTURES BY MEANS OF FIBRE REINFORCED POLYMERS (FRP) Introduction Dott. Ing. Giovanni Cerretini Studio Technica (studio@technica.net)

More information

Acceptance Letter http://medwelljournals.com/ams/acceptance.php?id=35301 1 of 1 06/1/017, 9:11 AM Medwell Journals Tel: +9-41-5003000 Fax: +9-41-8815599 http://medwelljournals.com December 05, 017 Dear

More information

Design of a Beam Structure for Failure Prevention at Critical Loading Conditions

Design of a Beam Structure for Failure Prevention at Critical Loading Conditions International Academic Institute for Science and Technology International Academic Journal of Innovative Research Vol. 3, No. 10, 2016, pp. 32-44. ISSN 2454-390X International Academic Journal of Innovative

More information

Experimental Study On Z-Pinned DCB Mode I Delamination

Experimental Study On Z-Pinned DCB Mode I Delamination Experimental Study On Z-Pinned DCB Mode I Delamination Hong-Yuan Liu 1, Wenyi Yan 2, Xiao-Yan Yu 1 and Yiu-Wing Mai 1 1 Centre for Advanced Materials Technology, School of Aerospace, Mechanical and Mechatronic

More information

Effects of asymmetric creep-ageing behaviour on springback of AA2050-T34 after creep age forming

Effects of asymmetric creep-ageing behaviour on springback of AA2050-T34 after creep age forming Available online at www.sciencedirect.com ScienceDirect Procedia Engineering 207 (2017) 287 292 International Conference on the Technology of Plasticity, ICTP 2017, 17-22 September 2017, Cambridge, United

More information

Experimental and Numerical Analysis of Negative Spring back in Interstitial Free (IF) Steel

Experimental and Numerical Analysis of Negative Spring back in Interstitial Free (IF) Steel Experimental and Numerical Analysis of Negative Spring back in Interstitial Free (IF) Steel Rohit Shukla a,*, Vijay Gautam b a Department of Automobile Engineering, Delhi Technological University, Delhi,

More information

Technical Notes 39A - Testing for Engineered Brick Masonry - Determination of Allowable Design Stresses [July/Aug. 1981] (Reissued December 1987)

Technical Notes 39A - Testing for Engineered Brick Masonry - Determination of Allowable Design Stresses [July/Aug. 1981] (Reissued December 1987) Technical Notes 39A - Testing for Engineered Brick Masonry - Determination of Allowable Design Stresses [July/Aug. 1981] (Reissued December 1987) INTRODUCTION Prior to the development of a rational design

More information

STRENGTH OF MATERIALS laboratory manual

STRENGTH OF MATERIALS laboratory manual STRENGTH OF MATERIALS laboratory manual By Prof. Shaikh Ibrahim Ismail M.H. Saboo Siddik College of Engineering, MUMBAI TABLE OF CONTENT Sr. No. Title of Experiment page no. 1. Study of Universal Testing

More information

ULTIMATE STRENGTH PREDICTION OF DRM TIMBER BEAMS BY PLASTIC APPROACH: EXPERIMENTAL RESULTS AND DISCUSSIONS

ULTIMATE STRENGTH PREDICTION OF DRM TIMBER BEAMS BY PLASTIC APPROACH: EXPERIMENTAL RESULTS AND DISCUSSIONS ULTIMATE STRENGTH PREDICTION OF DRM TIMBER BEAMS BY PLASTIC APPROACH: EXPERIMENTAL RESULTS AND DISCUSSIONS Abd. Latif Saleh 1, Suhaimi Abu Bakar 1, Zainai B. Mohamed 2, Khin Maung Zaw 1 1 Faculty of Civil

More information

Introduction to Joining Processes

Introduction to Joining Processes 4. TEST METHODS Joints are generally designed to support a load, and must be tested to evaluate their load-supporting capabilities. However, it is also important to evaluate, not the joint, but rather

More information

CH 6: Fatigue Failure Resulting from Variable Loading

CH 6: Fatigue Failure Resulting from Variable Loading CH 6: Fatigue Failure Resulting from Variable Loading Some machine elements are subjected to statics loads and for such elements, statics failure theories are used to predict failure (yielding or fracture).

More information

FINITE ELEMENT ANALYSIS FOCUSED ON THE FLANGE PLATES AND CONNECTING BOLTS OF RUBER BEARINGS

FINITE ELEMENT ANALYSIS FOCUSED ON THE FLANGE PLATES AND CONNECTING BOLTS OF RUBER BEARINGS 9 FINITE ELEMENT ANALYSIS FOCUSED ON THE FLANGE PLATES AND CONNECTING BOLTS OF RUBER BEARINGS Mineo TAKAYAMA And Keiko MORITA SUMMARY This paper presents the results of finite element analysis of natural

More information

FAILURE PREDICTION IN HONEYCOMB SANDWICH BEAMS UNDER LOW-VELOCITY IMPACT

FAILURE PREDICTION IN HONEYCOMB SANDWICH BEAMS UNDER LOW-VELOCITY IMPACT 18 TH INTERNATIONAL CONFERENCE ON COMPOSITE MATERIALS FAILURE PREDICTION IN HONEYCOMB SANDWICH BEAMS UNDER LOW-VELOCITY IMPACT I. Ivañez 1 *, C. Santiuste 1, E. Barbero 1, S. Sanchez-Saez 1 1 Department

More information

ENGINEERING MATERIAL 100

ENGINEERING MATERIAL 100 Department of Applied Chemistry Division of Science and Engineering SCHOOL OF ENGINEERING ENGINEERING MATERIAL 100 Experiments 4 and 6 Mechanical Testing and Applications of Non-Metals Name: Yasmin Ousam

More information

Fire Safety Day Fire Behaviour of Steel and Composite Floor Systems Simple design method

Fire Safety Day Fire Behaviour of Steel and Composite Floor Systems Simple design method Fire Safety Day 011 Fire Behaviour of Steel and Composite Floor Systems method Prof. Colin Bailey 1 3 Content of presentation in a fire situation method of reinforced concrete slabs at 0 C Floor slab model

More information

STRESS -STRAIN ANALYSIS AND EXPERIMENTAL VERIFICATION OF THREE-ROLL PYRAMIDAL SHAPE CONFIGURATION ROLL BENDING MACHINE

STRESS -STRAIN ANALYSIS AND EXPERIMENTAL VERIFICATION OF THREE-ROLL PYRAMIDAL SHAPE CONFIGURATION ROLL BENDING MACHINE STRESS -STRAIN ANALYSIS AND EXPERIMENTAL VERIFICATION OF THREE-ROLL PYRAMIDAL SHAPE CONFIGURATION ROLL BENDING MACHINE Mr. Pramod R. Walunj 1, B. Prof. Dr. A. D. Desai 2, C. Prof. A. B. Verma 3 1,2,3 Department

More information

UNIT V PLASTIC ANALYSIS

UNIT V PLASTIC ANALYSIS SIDDHARTH GROUP OF INSTITUTIONS :: PUTTUR Siddharth Nagar, Narayanavanam Road 517583 QUESTION BANK (DESCRIPTIVE) Subject with Code : SA-II (13A01505) Year & Sem: III-B.Tech & I-Sem Course & Branch: B.Tech

More information

Euro NCAP Mobile Progressive Deformable Barrier Face Specification Draft Version December 2017 TB 022

Euro NCAP Mobile Progressive Deformable Barrier Face Specification Draft Version December 2017 TB 022 Technical Bulletin Euro NCAP Mobile Progressive Deformable Barrier Face Specification Draft Version 1.0.1 TB 022 Title Euro NCAP MPDB Specification Version v1.0.1 Draft Document Number TB022 Author J Ellway

More information

GROUND ANCHOR TENDONS IN CARBON FIBRE-REINFORCED POLYMERS

GROUND ANCHOR TENDONS IN CARBON FIBRE-REINFORCED POLYMERS GROUND ANCHOR TENDONS IN CARBON FIBRE-REINFORCED POLYMERS Tony Barley, Single Bore Multiple Anchor Ltd, Harrogate, UK John Hartley, Excel Composites Ltd, Runcorn, UK Abstract Carbon fibre plates and flat

More information

Cyclic Loading Tests Of Steel Dampers Utilizing Flexure-Analogy of Deformation

Cyclic Loading Tests Of Steel Dampers Utilizing Flexure-Analogy of Deformation Cyclic Loading Tests Of Steel Dampers Utilizing Flexure-Analogy of Deformation J.-H. Park & K.-H. Lee University of Incheon, Korea SUMMARY Steel dampers utilizing flexure analogy of deformation are proposed

More information

Modelling shearing characteristics of reinforced concrete

Modelling shearing characteristics of reinforced concrete University of Wollongong Research Online Faculty of Engineering - Papers (Archive) Faculty of Engineering and Information Sciences 2005 Modelling shearing characteristics of reinforced concrete Hossein

More information

CHAPTER 4 PUNCHING SHEAR BEHAVIOUR OF RECYCLED AGGREGATE CONCRETE TWO WAY SLABS

CHAPTER 4 PUNCHING SHEAR BEHAVIOUR OF RECYCLED AGGREGATE CONCRETE TWO WAY SLABS 103 CHAPTER 4 4.1 GENERAL PUNCHING SHEAR BEHAVIOUR OF RECYCLED AGGREGATE CONCRETE TWO WAY SLABS The problem of punching shear in reinforced concrete slabs under a concentrated load or around a column has

More information

Analytical study of a 2-span reinforced concrete beam strengthened with fibre reinforced polymer

Analytical study of a 2-span reinforced concrete beam strengthened with fibre reinforced polymer Analytical study of a 2-span reinforced concrete beam strengthened with fibre reinforced polymer Lander VASSEUR Civil Engineer Magnel Laboratory for Concrete Research, Ghent University, Ghent, BELGIUM

More information

Safety in a Second Guardrail Testing

Safety in a Second Guardrail Testing BMT Fleet Technology Limited 21017.DB01 (Rev. DRAFT01) Safety in a Second Guardrail Testing Reference: 7830.FR (Issue 02) Date: 19 March 2012 BMT Fleet Technology Limited accepts no liability for any errors

More information

Preparation of RRT for Tensile Test on REBCO Tapes at Cryogenic Temperature

Preparation of RRT for Tensile Test on REBCO Tapes at Cryogenic Temperature Preparation of RRT for Tensile Test on REBCO Tapes at Cryogenic Temperature Nadezda Bagrets 1, Klaus-Peter Weiss 1, Kozo Osamura 2, Hyung-Seop Shin 3 INSTITUTE FOR THECHNICAL PHYSICS (ITEP) 1 Institute

More information

D. Y. Abebe 1, J. W. Kim 2, and J. H. Choi 3

D. Y. Abebe 1, J. W. Kim 2, and J. H. Choi 3 Steel Innovations Conference 213 Christchurch, New Zealand 21-22 February 213 HYSTERESIS CHARACTERSTICS OF CIRCULAR PIPE STEEL DAMPER USING LYP225 D. Y. Abebe 1, J. W. Kim 2, and J. H. Choi 3 ABSTRACT

More information

MECHANICAL TEST FIXTURES

MECHANICAL TEST FIXTURES MECHANICAL TEST FIXTURES Fine Finish Organics Pvt. Ltd. designs and manufactures mechanical test fixtures of the highest quality at affordable prices. Our catalogue includes a broad range of mechanical

More information

Part 4 MECHANICAL PROPERTIES

Part 4 MECHANICAL PROPERTIES Part 4 MECHANICAL PROPERTIES Fiber Composite Materials M. S. Ahmadi 192 TENSILE PROPERTIES Tensile properties, such as tensile strength, tensile modulus, and Poisson s ratio of flat composite laminates,

More information

Stress Analysis of Fixed Site Series 6000 Antennas

Stress Analysis of Fixed Site Series 6000 Antennas Stress Analysis of Fixed Site Series 6000 Antennas 1.0 Introduction A Technical Application Note from Doppler Systems April 12, 2002 This stress analysis considers five different antenna configurations,

More information

QUALITY CONTROL TESTING OF PLASTERBOARD FOR BRACING APPLICATIONS. Y L Liew Vicroads Victoria, Australia

QUALITY CONTROL TESTING OF PLASTERBOARD FOR BRACING APPLICATIONS. Y L Liew Vicroads Victoria, Australia Int. Journal for Housing Science, Vol.32, No.1 pp. 51-60, 2008 Published in the United States QUALITY CONTROL TESTING OF PLASTERBOARD FOR BRACING APPLICATIONS Y L Liew Vicroads Victoria, Australia E F

More information

CHARACTERISATION OF INTERFACIAL CRACKING IN MICROELECTRONIC PACKAGING

CHARACTERISATION OF INTERFACIAL CRACKING IN MICROELECTRONIC PACKAGING CHARACTERISATION OF INTERFACIAL CRACKING IN MICROELECTRONIC PACKAGING Ian McEnteggart Microelectronics Business Manager Instron Limited, Coronation Road, High Wycombe, Buckinghamshire HP12 3SY www.instron.com/microelectronics

More information

AN INVESTIGATION OF SEISMIC RETROFIT OF COLUMNS IN BUILDINGS USING CONCRETE JACKET

AN INVESTIGATION OF SEISMIC RETROFIT OF COLUMNS IN BUILDINGS USING CONCRETE JACKET AN INVESTIGATION OF SEISMIC RETROFIT OF COLUMNS IN BUILDINGS USING CONCRETE JACKET Gnanasekaran, K. 1 and Amlan K. Sengupta 2 1 Ph.D. Scholar, Dept. of Civil Engineering, Indian Institute of Technology

More information

Development of New H-Section Steel Shape with Inner Rib, J-grip H, and Its Application to Steel Concrete Composite Diaphragm Wall

Development of New H-Section Steel Shape with Inner Rib, J-grip H, and Its Application to Steel Concrete Composite Diaphragm Wall JFE TECHNICAL REPORT No. 16 (Mar. 2011) Development of New H-Section Steel Shape with Inner, J-grip H, and Its Application to Steel Concrete Composite Diaphragm Wall ONDA Kunihiko *1 KOJO Rinya *2 AOKI

More information

MEASUREMENT OF STATIC AND DYNAMIC FRICTION ENERGY ABSORPTION IN CARBON/VINYL ESTER COMPOSITE

MEASUREMENT OF STATIC AND DYNAMIC FRICTION ENERGY ABSORPTION IN CARBON/VINYL ESTER COMPOSITE MEASUREMENT OF STATIC AND DYNAMIC FRICTION ENERGY ABSORPTION IN CARBON/VINYL ESTER COMPOSITE Thomas J. Brimhall, PhD, PE Altair Engineering Abstract Experiments have suggested that sliding friction plays

More information

Chapter - 1. Analysis of Truss

Chapter - 1. Analysis of Truss Chapter - 1 Analysis of Truss Dr. Rajesh Sathiyamoorthy Department of Civil Engineering, IIT Kanpur hsrajesh@iitk.ac.in; http://home.iitk.ac.in/~hsrajesh/ Simple Trusses A truss is a structure composed

More information

PROGRESS TOWARDS UNDERSTANDING PSA FOAM TAPE DESIGN

PROGRESS TOWARDS UNDERSTANDING PSA FOAM TAPE DESIGN PROGRESS TOWARDS UNDERSTANDING PSA FOAM TA DESIGN Dr. Kerstin van Wijk, Senior Associate, National Adhesives, Kleve, Germany Frank Voermans, Technical Manager, ALVEO AG, Lucerne, Switzerland Abstract The

More information

On the cracking stress of RC elements subjected to pure shearing loads

On the cracking stress of RC elements subjected to pure shearing loads On the cracking stress of RC elements subjected to pure shearing loads T. Uno Eight Consultants, Okayama, Okayama, Japan I. Yoshitake, H. Hamaoka & S. Hamada Yamaguchi University, Ube, Yamaguchi, Japan

More information

MACHINES DESIGN SSC-JE STAFF SELECTION COMMISSION MECHANICAL ENGINEERING STUDY MATERIAL MACHINES DESIGN

MACHINES DESIGN SSC-JE STAFF SELECTION COMMISSION MECHANICAL ENGINEERING STUDY MATERIAL MACHINES DESIGN 1 SSC-JE STAFF SELECTION COMMISSION MECHANICAL ENGINEERING STUDY MATERIAL C O N T E N T 2 1. MACHINE DESIGN 03-21 2. FLEXIBLE MECHANICAL ELEMENTS. 22-34 3. JOURNAL BEARINGS... 35-65 4. CLUTCH AND BRAKES.

More information

INELASTIC SEISMIC RESPONSE ANALYSES OF REINFORCED CONCRETE BRIDGE PIERS WITH THREE-DIMENSIONAL FE ANALYSIS METHOD. Guangfeng Zhang 1, Shigeki Unjoh 2

INELASTIC SEISMIC RESPONSE ANALYSES OF REINFORCED CONCRETE BRIDGE PIERS WITH THREE-DIMENSIONAL FE ANALYSIS METHOD. Guangfeng Zhang 1, Shigeki Unjoh 2 INELASTIC SEISMIC RESPONSE ANALYSES OF REINFORCED CONCRETE BRIDGE PIERS WITH THREE-DIMENSIONAL FE ANALYSIS METHOD Abstract Guangfeng Zhang 1, Shigeki Unjoh 2 This paper aims to provide an analysis method

More information

Investigation into Wear Characteristics of Tungsten Carbide under Different Lubricating Conditions R.J.Hire 1 Prof.S.V.Lomte 2

Investigation into Wear Characteristics of Tungsten Carbide under Different Lubricating Conditions R.J.Hire 1 Prof.S.V.Lomte 2 IJSRD - International Journal for Scientific Research & Development Vol. 3, Issue 04, 2015 ISSN (online): 2321-0613 Investigation into Wear Characteristics of Tungsten Carbide under Different Lubricating

More information

A PRODUCT FROM KANTAFLEX (INDIA) PVT LIMITED

A PRODUCT FROM KANTAFLEX (INDIA) PVT LIMITED ELASTOMERIC BRIDGE BEARING TO LATEST IRC: 83-015 (PART - II) Kanta System of Elastomeric bridge bearing is made out of Poly chloroprene rubber having low crystallization rates and adequate shelf life,

More information

INFLUENCE OF NOTCH TIP RADIUS AND FIBRE ORIENTATION ON THE FATIGUE STRENGTH OF A SHORT GLASS FIBRE REINFORCED POLYAMIDE 6

INFLUENCE OF NOTCH TIP RADIUS AND FIBRE ORIENTATION ON THE FATIGUE STRENGTH OF A SHORT GLASS FIBRE REINFORCED POLYAMIDE 6 INFLUENCE OF NOTCH TIP RADIUS AND FIBRE ORIENTATION ON THE FATIGUE STRENGTH OF A SHORT GLASS FIBRE REINFORCED POLYAMIDE 6 A. Bernasconi a*, E. Conrado a, P.J. Hine b a Dipartimento di Meccanica, Politecnico

More information

Experiments on Stainless Steel Hollow Sections Part 2: Member Behaviour of Columns and Beams

Experiments on Stainless Steel Hollow Sections Part 2: Member Behaviour of Columns and Beams Gardner, L. and Nethercot, D. A. (2004). Experiments on stainless steel hollow sections Part 2: Member behaviour of columns and beams. Journal of Constructional Steel Research. 60(9), 1319-1332. Experiments

More information

Full-scale Testing of the Cast Steel Yielding Brace System

Full-scale Testing of the Cast Steel Yielding Brace System Full-scale Testing of the Cast Steel Yielding Brace System M.G. Gray, C. Christopoulos & J.A. Packer Department of Civil Engineering, University of Toronto, Toronto, Canada ABSTRACT: The cast steel Yielding

More information

AN EXPERIMENTAL METHOD TO DETERMINE THE COMPLETE STRESS-DEFORMATION RELATION FOR A STRUCTURAL ADHESIVE LAYER LOADED IN SHEAR

AN EXPERIMENTAL METHOD TO DETERMINE THE COMPLETE STRESS-DEFORMATION RELATION FOR A STRUCTURAL ADHESIVE LAYER LOADED IN SHEAR AN EXPERIMENTAL METHOD TO DETERMINE THE COMPLETE STRESS-DEFORMATION RELATION FOR A STRUCTURAL ADHESIVE LAYER LOADED IN SHEAR K. S. Alfredsson, A. Biel and K. Leffler University of Skövde, SE-541 8 Skövde,

More information

DURABILITY OF PRESSURE SENSITIVE ADHESIVE JOINTS

DURABILITY OF PRESSURE SENSITIVE ADHESIVE JOINTS DURABILITY OF PRESSURE SENSITIVE ADHESIVE JOINTS Paul Ludwig Geiss, Daniel Vogt Kaiserslautern University of Technology, Faculty Mechanical and Process Engineering, Workgroup Materials and Surface Technologies

More information

Fatigue Life Methodology for Bonded Composite Skin/Stringer Configurations

Fatigue Life Methodology for Bonded Composite Skin/Stringer Configurations Fatigue Life Methodology for Bonded Composite Skin/Stringer Configurations Ronald Krueger*, Isabelle L. Paris*, and T. Kevin O'Brien** *National Research Council Research Asscociate **U.S. Army Research

More information

Inclined glue laminated timber beams with an end notch at the tension side

Inclined glue laminated timber beams with an end notch at the tension side Inclined glue laminated timber beams with an end notch at the tension side Summary ANDI ASIZ Research Associate University of New Brunswick Fredericton, Canada (E-mail: aasiz@unb.ca) IAN SMITH Professor

More information

Structural integrity assessment and stress measurement of CHASNUPP-1 fuel assembly Part A: under tensile loading condition

Structural integrity assessment and stress measurement of CHASNUPP-1 fuel assembly Part A: under tensile loading condition EPJ Nuclear Sci. Technol. 2, 18 (2016) Waseem et al., published by EDP Sciences, 2016 DOI: 10.1051/epjn/2016008 Nuclear Sciences & Technologies Available online at: http://www.epj-n.org REGULAR ARTICLE

More information

Investigation of energy absorption of a GFRP composite crash box

Investigation of energy absorption of a GFRP composite crash box Structures Under Shock and Impact X 177 Investigation of energy absorption of a GFRP composite crash box H. Ghasemnejad, H. Hadavinia & A. Aboutorabi Faculty of Engineering, Kingston University, SW15 3DW,

More information

PLASTIC DESIGN OF STAINLESS STEEL STRUCTURES

PLASTIC DESIGN OF STAINLESS STEEL STRUCTURES SDSS Rio 2010 STABILITY AND DUCTILITY OF STEEL STRUCTURES E. Batista, P. Vellasco, L. de Lima (Eds.) Rio de Janeiro, Brazil, September 8-10, 2010 PLASTIC DESIGN OF STAINLESS STEEL STRUCTURES Marios Theofanous*

More information

PORTAL FRAMES 1.0 INTRODUCTION

PORTAL FRAMES 1.0 INTRODUCTION 36 PORTAL FRAMES 1.0 INTRODUCTION The basic structural form of portal frames was developed during the Second World War, driven by the need to achieve the low - cost building envelope. Now they are the

More information

Testing and analysis of masonry arches subjected to impact loads

Testing and analysis of masonry arches subjected to impact loads Testing and analysis of masonry arches subjected to impact loads Paulo B. Lourenço, Tibebu Hunegn and Pedro Medeiros Department of Civil Engineering, ISISE, University of Minho, Guimarães, Portugal Nuno

More information

Title. Author(s)BAI, DI; HAYASHIKAWA, T.; MATSUMOTO, TAKASHI; HE, XI. Issue Date Doc URL. Type. Note. File Information

Title. Author(s)BAI, DI; HAYASHIKAWA, T.; MATSUMOTO, TAKASHI; HE, XI. Issue Date Doc URL. Type. Note. File Information Title A STUDY ON DYNAMIC RESPONSE OF A CURVED VIADUCT SYST BEARING IN CONSIDERATION OF THE DIRECTION OF EARTHQU Author(s)BAI, DI; HAYASHIKAWA, T.; MATSUMOTO, TAKASHI; HE, XI Issue Date 23-9-2 Doc URL http://hdl.handle.net/25/5439

More information

ME 207 Material Science I

ME 207 Material Science I ME 207 Material Science I Chapter 4 Properties in Bending and Shear Dr. İbrahim H. Yılmaz http://web.adanabtu.edu.tr/iyilmaz Automotive Engineering Adana Science and Technology University Introduction

More information

Tensile Properties of Chicken Skin

Tensile Properties of Chicken Skin Tensile Properties of Chicken Skin BE 209 Group BEW6 Jocelyn Poruthur, Justin Tannir Alice Wu, & Jeffrey Wu October 8, 1999 INTRODUCTION: Human skin is amazingly versatile and displays a range of topographically

More information

27th Risø International Symposium on Materials Science, Polymer Composite Materials for Wind Power Turbines, 2006

27th Risø International Symposium on Materials Science, Polymer Composite Materials for Wind Power Turbines, 2006 27th Risø International Symposium on Materials Science, Polymer Composite Materials for Wind Power Turbines, 2006 SIMULATION OF CRACK INITIATION AND PROPAGATION IN AN ADHESIVE LAYER USING A MESOMECHANICAL

More information

Tensile/Tension Test Advanced Topics

Tensile/Tension Test Advanced Topics CIVE.3110 Engineering Materials Laboratory Fall 2017 Tensile/Tension Test Advanced Topics Tzuyang Yu Associate Professor, Ph.D. Structural Engineering Research Group (SERG) Department of Civil and Environmental

More information

Structural Characteristics of New Composite Girder Bridge Using Rolled Steel H-Section

Structural Characteristics of New Composite Girder Bridge Using Rolled Steel H-Section Proc. Schl. Eng. Tokai Tokai Univ., Univ., Ser. ESer. E 41 (2016) (2016) - 31-37 Structural Characteristics of New Composite Girder Bridge Using Rolled Steel H-Section by Mohammad Hamid ELMY *1 and Shunichi

More information

A notched cross weld tensile testing method for determining true stress strain curves for weldments

A notched cross weld tensile testing method for determining true stress strain curves for weldments Engineering Fracture Mechanics 69 (2002) 353 366 www.elsevier.com/locate/engfracmech A notched cross weld tensile testing method for determining true stress strain curves for weldments Z.L. Zhang a, *,

More information

ASSIGNMENT 1 ANALYSIS OF PRESTRESS AND BENDING STRESS BFS 40303

ASSIGNMENT 1 ANALYSIS OF PRESTRESS AND BENDING STRESS BFS 40303 Instruction : Answer all question ASSIGNMENT 1 ANALYSIS OF PRESTRESS AND BENDING STRESS BFS 40303 1. A rectangular concrete beam, 100 mm wide by 250 mm deep, spanning over 8 m is prestressed by a straight

More information

Bearing and Delamination Failure Analysis of Pin Loaded Composite Laminates

Bearing and Delamination Failure Analysis of Pin Loaded Composite Laminates Volume 6, No. 2, February 217 1 Bearing and Delamination Failure Analysis of Pin Loaded Composite Laminates V. Dinesh Babu, Professor, Nehru Institute of Engineering and Technology, Coimbatore T. Sivagangai,

More information

SIDDHARTH GROUP OF INSTITUTIONS :: PUTTUR Siddharth Nagar, Narayanavanam Road QUESTION BANK (DESCRIPTIVE)

SIDDHARTH GROUP OF INSTITUTIONS :: PUTTUR Siddharth Nagar, Narayanavanam Road QUESTION BANK (DESCRIPTIVE) SIDDHARTH GROUP OF INSTITUTIONS :: PUTTUR Siddharth Nagar, Narayanavanam Road 517583 QUESTION BANK (DESCRIPTIVE) Subject with Code :Strength of Materials-II (16CE111) Course & Branch: B.Tech - CE Year

More information

The influence of strain rate on the interfacial fracture toughness between PVB and laminated glass

The influence of strain rate on the interfacial fracture toughness between PVB and laminated glass J. Phys. IV France 134 (26) 1153 1158 C EDP Sciences, Les Ulis DOI: 1.151/jp4:26134176 The influence of strain rate on the interfacial fracture toughness between PVB and laminated glass R. Iwasaki 1 and

More information

Fracture and springback on Double Bulge Tube Hydro-Forming

Fracture and springback on Double Bulge Tube Hydro-Forming American Journal of Applied Sciences 5 (8): -6, 28 ISSN 56-929 28 Science Publications Fracture and springback on Double Bulge Tube Hydro-Forming F. Djavanroodi, M. Gheisary Department of Mechanical Engineering,

More information

All- Glass Staircase, Notting Hill, London

All- Glass Staircase, Notting Hill, London All- Glass Staircase, Notting Hill, London Wilfried Laufs, Werner Sobek Ingenieure, Stuttgart, Germany To bring direct day- light into a domestic housing staircase area in London, an all- glass staircase

More information

ME 212 EXPERIMENT SHEET #2 TENSILE TESTING OF MATERIALS

ME 212 EXPERIMENT SHEET #2 TENSILE TESTING OF MATERIALS ME 212 EXPERIMENT SHEET #2 TENSILE TESTING OF MATERIALS 1. INTRODUCTION & THEORY The tension test is the most commonly used method to evaluate the mechanical properties of metals. Its main objective is

More information

LOAD TESTS ON 2-SPAN REINFORCED CONCRETE BEAMS STRENGTHENED WITH FIBRE REINFORCED POLYMER

LOAD TESTS ON 2-SPAN REINFORCED CONCRETE BEAMS STRENGTHENED WITH FIBRE REINFORCED POLYMER LOAD TESTS ON 2-SPAN REINFORCED CONCRETE BEAMS STRENGTHENED WITH FIBRE REINFORCED POLYMER Lander Vasseur 1, Stijn Matthys 2, Luc Taerwe 3 Department of Structural Engineering, Ghent University, Magnel

More information

Ultimate strength prediction for reinforced concrete slabs externally strengthened by fiber reinforced polymer (FRP)

Ultimate strength prediction for reinforced concrete slabs externally strengthened by fiber reinforced polymer (FRP) Ultimate strength prediction for reinforced concrete slabs externally strengthened by fiber reinforced polymer (FRP) Abstract This paper presents the potential use of externally bonded fiber reinforced

More information

A METHOD OF DETERMINING THE ELASTIC PROPERTIES OF ALLOYS IN SELECTED CRYSTALLOGRAPHIC DIRECTIONS FOR X-RAY DIFFRACTION RESIDUAL STRESS MEASUREMENT

A METHOD OF DETERMINING THE ELASTIC PROPERTIES OF ALLOYS IN SELECTED CRYSTALLOGRAPHIC DIRECTIONS FOR X-RAY DIFFRACTION RESIDUAL STRESS MEASUREMENT A MTHOD OF DTRMINING TH LASTIC PROPRTIS OF ALLOYS IN SLCTD CRYSTALLOGRAPHIC DIRCTIONS FOR X-RAY DIFFRACTION RSIDUAL STRSS MASURMNT Paul S. Prevéy ABSTRACT A technique and apparatus are described for obtaining

More information

EXPERIMENTAL STUDY ON DOUBLE LAP JOINTS COMPOSED OF HYBRID CFRP/GFRP LAMINATE

EXPERIMENTAL STUDY ON DOUBLE LAP JOINTS COMPOSED OF HYBRID CFRP/GFRP LAMINATE EXPERIMENTAL STUDY ON DOUBLE LAP JOINTS COMPOSED OF HYBRID CFRP/GFRP LAMINATE Hiroshi MUTSUYOSHI 1) and Nguyen Duc HAI 1) 1) Structural Material Lab., Department of Civil and Environmental Engineering,

More information

NON-LINEAR FINITE ELEMENT ANALYSIS OF BASE-PLATE CONNECTIONS USED IN INDUSTRIAL PALLET RACK STRUCTURES

NON-LINEAR FINITE ELEMENT ANALYSIS OF BASE-PLATE CONNECTIONS USED IN INDUSTRIAL PALLET RACK STRUCTURES NON-LINEAR FINITE ELEMENT ANALYSIS OF BASE-PLATE CONNECTIONS USED IN INDUSTRIAL PALLET RACK STRUCTURES Ahmad Firouzianhaji 1, Ali Saleh 2, Bijan Samali 3 ABSTRACT: Industrial storage racks are slender

More information

ISO INTERNATIONAL STANDARD. Metallic materials Tensile testing Part 2: Method of test at elevated temperature

ISO INTERNATIONAL STANDARD. Metallic materials Tensile testing Part 2: Method of test at elevated temperature INTERNATIONAL STANDARD ISO 6892-2 First edition 2011-02-15 Metallic materials Tensile testing Part 2: Method of test at elevated temperature Matériaux métalliques Essai de traction Partie 2: Méthode d'essai

More information

Metal-to-glass bonding properties of an acrylate adhesive (DELO GB368) and an ionoplast interlayer (SentryGlas) at 23, -20 and 60 C.

Metal-to-glass bonding properties of an acrylate adhesive (DELO GB368) and an ionoplast interlayer (SentryGlas) at 23, -20 and 60 C. Metal-to-glass bonding properties of an acrylate adhesive (DELO GB368) and an ionoplast interlayer (SentryGlas) at 23, -20 and 60 C. Christian Louter Delft University of Technology, Faculty of Architecture

More information

SHEAR BEHAVIOR OF RC BEAMS USING U-SHAPED UFC PERMANENT FORMWORK WITH SHEAR KEYS OR BOLTS

SHEAR BEHAVIOR OF RC BEAMS USING U-SHAPED UFC PERMANENT FORMWORK WITH SHEAR KEYS OR BOLTS - Technical Paper - SHEAR BEHAVIOR OF BEAMS USING U-SHAPED PERMANENT FORMWORK WITH SHEAR KEYS OR BOLTS Puvanai WIROJJANAPIROM *1, Koji MATSUMOTO *2, Katsuya KONO *3 and Junichiro NIWA *4 ABSTRACT Shear

More information

Method of test for bending moment curvature curve of fiber-reinforced cementitious composites JCI-S

Method of test for bending moment curvature curve of fiber-reinforced cementitious composites JCI-S Japan Concrete Institute Standard Method of test for bending moment curvature curve of fiber-reinforced cementitious composites JCI-S-003-2007 This specification specifies the test method for bending moment

More information

TENSION / TORSION FATIGUE BEHAVIOR OF UNIDIRECTIONAL GFRP AND CFRP

TENSION / TORSION FATIGUE BEHAVIOR OF UNIDIRECTIONAL GFRP AND CFRP TH INTERNATIONAL CONFERENCE ON COMPOSITE MATERIALS TENSION / TORSION FATIGUE BEHAVIOR OF UNIDIRECTIONAL GFRP AND CFRP Toshio Ogasawara*, Keiji Onta**, Tomohiro Yokozeki***, Shinji Ogihara** * Japan Aerospace

More information

CYCLIC TESTING OF BOLTED CONTINUOUS I-BEAM-TO-HOLLOW SECTION COLUMN CONNECTIONS

CYCLIC TESTING OF BOLTED CONTINUOUS I-BEAM-TO-HOLLOW SECTION COLUMN CONNECTIONS 10NCEE Tenth U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering July 21-25, 2014 Anchorage, Alaska CYCLIC TESTING OF BOLTED CONTINUOUS I-BEAM-TO-HOLLOW SECTION COLUMN

More information

> 0. 1 f, they are treated as beam-columns.

> 0. 1 f, they are treated as beam-columns. 223 A- Flexural Members (Beams) of Special Moment Frames Requirements of ACI 21.5 are applicable for special moment frame members proportioned primarily to resist flexure with factored axial forces 0.

More information

True Stress and True Strain

True Stress and True Strain True Stress and True Strain For engineering stress ( ) and engineering strain ( ), the original (gauge) dimensions of specimen are employed. However, length and cross-sectional area change in plastic region.

More information

RESILIENT INFRASTRUCTURE June 1 4, 2016

RESILIENT INFRASTRUCTURE June 1 4, 2016 RESILIENT INFRASTRUCTURE June 1 4, 2016 OPTIMIZATION OF A POLYGONAL HOLLOW STRUCTURAL STEEL SECTION IN THE ELASTIC REGION John Samuel Kabanda PhD candidate, Queen s University, Canada Colin MacDougall

More information

Cold roll forming of a U-channel made of high strength steel

Cold roll forming of a U-channel made of high strength steel Journal of Materials Processing Technology 186 (2007) 77 81 Cold roll forming of a U-channel made of high strength steel M. Lindgren Dalarna University, Sweden Received 16 June 2005; received in revised

More information

Fundamental Course in Mechanical Processing of Materials. Exercises

Fundamental Course in Mechanical Processing of Materials. Exercises Fundamental Course in Mechanical Processing of Materials Exercises 2017 3.2 Consider a material point subject to a plane stress state represented by the following stress tensor, Determine the principal

More information

Introduction to Structural Analysis TYPES OF STRUCTURES LOADS AND

Introduction to Structural Analysis TYPES OF STRUCTURES LOADS AND AND Introduction to Structural Analysis TYPES OF STRUCTURES LOADS INTRODUCTION What is the role of structural analysis in structural engineering projects? Structural engineering is the science and art

More information

ROOFING APPLICATION STANDARD (TAS) No. 102(A)-95

ROOFING APPLICATION STANDARD (TAS) No. 102(A)-95 ROOFING APPLICATION STANDARD (TAS) No. 102(A)-95 TEST PROCEDURE FOR STATIC UPLIFT RESISTANCE OF MECHANICALLY ATTACHED, CLIPPED, RIGID, ROOF SYSTEMS (For Methods of Mechanical Attachment Excluding Clips,

More information

composite elements, lateral loads, strain analysis, behavior Composite steel concrete elements made by steel and concrete are used in world wide almos

composite elements, lateral loads, strain analysis, behavior Composite steel concrete elements made by steel and concrete are used in world wide almos V. Stoian *1, D. Dan 1, A. Fabian 1 Rezumat 唗 ţ ᗷ唷 唗 z z ţ z 唗 z ţ z ţ ţ z ţ 唗 ţ ţ 唗 唗 ţ z ţ ţ I ţ z ţ â ᗷ唷 ţ 唗ţ ᗷ唷 ᗷ唷 唗 ţ z ţ ţ ᗷ唷 ţ Ş ţ ᗷ唷 z ᗷ唷 ţ 唗 z 唗 ţ 唗 唗 唗 ᗷ唷 z z ţ ţ ᗷ唷 唗 ᗷ唷 z ţ 唗 唗 ţ z ţ ţ 唗 *

More information