Dependence of the interlaminar shear strength on the loading span-to-depth ratio in Aramid Fibre-reinforced beams

S. Fischer; M. Rosensaft; G. Marom

doi:10.1016/0266-3538(86)90021-7

Dependence of the interlaminar shear strength on the loading span-to-depth ratio in Aramid Fibre-reinforced beams

S. Fischer^*
, M. Rosensaft
, G. Marom

^*Corresponding author for this work

Institute of Chemistry

Research output: Contribution to journal › Article › peer-review

12 Scopus citations

Abstract

The observed increase in the apparent interlaminar shear strength of unidirectional Aramid composite samples with decrease in span-to-depth ratio is explained. The explanation is based on a development of a previous elastic-plastic model for Aramid composite beams. The usually quoted values of interlaminar shear strength for Aramid composites, as obtained from short-beam tests, are suspected of being too low, and equations are presented to calculate the real value of the interlaminar shear strength.

Original language	English
Pages (from-to)	69-73
Number of pages	5
Journal	Composites Science and Technology
Volume	25
Issue number	1
DOIs	https://doi.org/10.1016/0266-3538(86)90021-7
State	Published - 1986

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abstract = "The observed increase in the apparent interlaminar shear strength of unidirectional Aramid composite samples with decrease in span-to-depth ratio is explained. The explanation is based on a development of a previous elastic-plastic model for Aramid composite beams. The usually quoted values of interlaminar shear strength for Aramid composites, as obtained from short-beam tests, are suspected of being too low, and equations are presented to calculate the real value of the interlaminar shear strength.",

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AU - Marom, G.

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N2 - The observed increase in the apparent interlaminar shear strength of unidirectional Aramid composite samples with decrease in span-to-depth ratio is explained. The explanation is based on a development of a previous elastic-plastic model for Aramid composite beams. The usually quoted values of interlaminar shear strength for Aramid composites, as obtained from short-beam tests, are suspected of being too low, and equations are presented to calculate the real value of the interlaminar shear strength.

AB - The observed increase in the apparent interlaminar shear strength of unidirectional Aramid composite samples with decrease in span-to-depth ratio is explained. The explanation is based on a development of a previous elastic-plastic model for Aramid composite beams. The usually quoted values of interlaminar shear strength for Aramid composites, as obtained from short-beam tests, are suspected of being too low, and equations are presented to calculate the real value of the interlaminar shear strength.

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Dependence of the interlaminar shear strength on the loading span-to-depth ratio in Aramid Fibre-reinforced beams

Abstract

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