Compressive failure strain of unidirectional carbon fibre composites from bending tests
Compressive failure strain of unidirectional carbon fibre composites from bending tests
One of the major difficulties in establishing material properties for composites is to obtain reliable compressive strengths either from the current direct compressive testing methods due to the stress concentration or from the indirect flexural tests due to the localised stress concentration and strain gradient effect. In the present paper, unconventional flexural tests on carbon fibre/wood sandwich and monolithic composite beams have been developed and compressive failure strains of unidirectional carbon fibre composites have been obtained with high values and low variability. The compressive strain of 1.36 % obtained for the IM7/8552 material is 14 % higher than the highest published value found and the variability is only 3 %. Strain gradient effects on the compressive failure strain from measurements with the same stressed volume have also been quantified for the first time using the proposed carbon fibre/wood sandwich beam with various wood core depths. The increase in failure strain due to the strain gradient effect reduced with the increase of total beam thickness and approached a constant value when the beam was thicker than 20 mm.
B. Mechanical properties, B. Strength, C. Sandwich structures, Compressive test method, Size effect
Wu, Xun
1e74bd51-8916-49ea-883b-371108be7ea5
Wisnom, Michael R.
93bec88e-5256-49f2-9869-5ac551e18d7a
Wu, Xun
1e74bd51-8916-49ea-883b-371108be7ea5
Wisnom, Michael R.
93bec88e-5256-49f2-9869-5ac551e18d7a
Wu, Xun and Wisnom, Michael R.
(2022)
Compressive failure strain of unidirectional carbon fibre composites from bending tests.
Composite Structures, 304, [116467].
(doi:10.1016/j.compstruct.2022.116467).
Abstract
One of the major difficulties in establishing material properties for composites is to obtain reliable compressive strengths either from the current direct compressive testing methods due to the stress concentration or from the indirect flexural tests due to the localised stress concentration and strain gradient effect. In the present paper, unconventional flexural tests on carbon fibre/wood sandwich and monolithic composite beams have been developed and compressive failure strains of unidirectional carbon fibre composites have been obtained with high values and low variability. The compressive strain of 1.36 % obtained for the IM7/8552 material is 14 % higher than the highest published value found and the variability is only 3 %. Strain gradient effects on the compressive failure strain from measurements with the same stressed volume have also been quantified for the first time using the proposed carbon fibre/wood sandwich beam with various wood core depths. The increase in failure strain due to the strain gradient effect reduced with the increase of total beam thickness and approached a constant value when the beam was thicker than 20 mm.
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e-pub ahead of print date: 15 November 2022
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© 2022 Elsevier Ltd
Keywords:
B. Mechanical properties, B. Strength, C. Sandwich structures, Compressive test method, Size effect
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Local EPrints ID: 505769
URI: http://eprints.soton.ac.uk/id/eprint/505769
ISSN: 0263-8223
PURE UUID: c7c8bda1-a706-47ee-bd63-92ca290ed950
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Date deposited: 17 Oct 2025 16:54
Last modified: 18 Oct 2025 02:16
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Author:
Xun Wu
Author:
Michael R. Wisnom
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