2010
DOI: 10.1177/0021998310369601
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Determination of In-plane Shear Strength of Unidirectional Composite Materials Using the Off-axis Three-point Flexure and Off-axis Tensile Tests

Abstract: The aim of this work is to compare from an experimental point of view the determination of in-plane shear strength of unidirectional composite materials by means of two off-axis tests: three-point flexure and tensile. In the case of the off-axis three-point flexure test, the condition of small displacements and the condition of lift-off between the specimen and the fixture supports have been taken into account. Some considerations regarding stress and displacement fields are presented. The in-plane shear chara… Show more

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Cited by 19 publications
(24 citation statements)
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“…Hybrid Cross Ply 8 depicted the highest flexural strength but possess quite low flexural modulus. This is consistent with findings from [21,22] which prove that layup ±45 o CFRP than ±45 o GFRP produces higher shear stress field distribution which accommodates the flexural loading implied. For Cross Ply 6, intralayer delamination of GFRP layups at both compressive and tensile side and matrix cracking and damage at ±45° layup of GFRP seen at the compressive side which brought into failure initiation and lowest flexural strength recorded.…”
Section: Flexural Behaviour Of Hybrid Composite Balanced Cross-ply Ansupporting
confidence: 91%
“…Hybrid Cross Ply 8 depicted the highest flexural strength but possess quite low flexural modulus. This is consistent with findings from [21,22] which prove that layup ±45 o CFRP than ±45 o GFRP produces higher shear stress field distribution which accommodates the flexural loading implied. For Cross Ply 6, intralayer delamination of GFRP layups at both compressive and tensile side and matrix cracking and damage at ±45° layup of GFRP seen at the compressive side which brought into failure initiation and lowest flexural strength recorded.…”
Section: Flexural Behaviour Of Hybrid Composite Balanced Cross-ply Ansupporting
confidence: 91%
“…In the static bending test of the off-axis specimen, the torsional deformation is constrained, so the infl uence of torsional moment around the long axis is signifi cant (Hearmon 1943 ;Mujika et al 2005 ;Vargas and Brought to you by | New York University Bobst Library Technical Services Authenticated Download Date | 6/6/15 9:38 PM Mujika 2010 ). Because of the infl uence of restriction in the static test, the MOE off-axis tends to be measured larger than that predicted by the transformation rule when the L/B ratio of the specimen decreases.…”
Section: Resultsmentioning
confidence: 99%
“…The analitical approach of Mujika et al [21,22] predicts that failure is caused by shear stresses at a critical point K . The calculation of the in-plane shear stress by the 3-point o-axis bending test is given by:…”
Section: In-plane Shear Strengthmentioning
confidence: 99%
“…The o-axis exure test: proposed by Mujika et al [21,22] 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 pointed out that bending-twisting coupling eect always causes the apparent bending modulus to be higher than the actual one [23,25].…”
Section: Introductionmentioning
confidence: 99%
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