Title of article :
Determination of shear strength of unidirectional composite materials with the Iosipescu and 10° off-axis shear tests
Author/Authors :
G. Odegard، نويسنده , , M. Kumosa، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2000
Pages :
27
From page :
2917
To page :
2943
Abstract :
The purpose of this research was to determine the shear strength of a unidirectional carbon-fibre/epoxy composite by means of the 10° off-axis and 0° Iosipescu specimens subjected to shear. Detailed non-linear finite-element computations of these two tests were conducted, taking into account the actual non-linear material behavior of the composite. The tests were compared in terms of stresses and strains at failure. It was found that the shear strength of the composite can be very accurately determined by using the two independent testing techniques only if fully non-linear finite element computations of the tests are performed. The stresses and strains at failure in the 10° off-axis specimen closely match the stresses and strains at the onset of intralaminar damage near the roots of the notches in Iosipescu specimens. Owing to the difficulties associated with the measurement of the shear strength of the composite using the Iosipescu test, and in particular, with the interpretation of the experimental data, this test was found to be almost impractical for the determination of shear strength. The test can only be used if fully non-linear finite element computations of uncracked and axially cracked Iosipescu specimens are conducted in conjunction with the continuous monitoring of intralaminar damage near the roots of the notches during testing. In addition, the shear strength results obtained from the Iosipescu specimen should be independently verified by using another method, such as the 10° off-axis test.
Keywords :
Iosipescu test , 10° off axis test , Shear strength
Journal title :
COMPOSITES SCIENCE AND TECHNOLOGY
Serial Year :
2000
Journal title :
COMPOSITES SCIENCE AND TECHNOLOGY
Record number :
1039304
Link To Document :
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