The University of Southampton
University of Southampton Institutional Repository

Compressive failure strain of unidirectional carbon fibre composites from bending tests

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
0263-8223
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).

Record type: Article

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.

This record has no associated files available for download.

More information

e-pub ahead of print date: 15 November 2022
Additional Information: Publisher Copyright: © 2022 Elsevier Ltd
Keywords: B. Mechanical properties, B. Strength, C. Sandwich structures, Compressive test method, Size effect

Identifiers

Local EPrints ID: 505769
URI: http://eprints.soton.ac.uk/id/eprint/505769
ISSN: 0263-8223
PURE UUID: c7c8bda1-a706-47ee-bd63-92ca290ed950
ORCID for Xun Wu: ORCID iD orcid.org/0000-0003-2862-6921

Catalogue record

Date deposited: 17 Oct 2025 16:54
Last modified: 18 Oct 2025 02:16

Export record

Altmetrics

Contributors

Author: Xun Wu ORCID iD
Author: Michael R. Wisnom

Download statistics

Downloads from ePrints over the past year. Other digital versions may also be available to download e.g. from the publisher's website.

View more statistics

Atom RSS 1.0 RSS 2.0

Contact ePrints Soton: eprints@soton.ac.uk

ePrints Soton supports OAI 2.0 with a base URL of http://eprints.soton.ac.uk/cgi/oai2

This repository has been built using EPrints software, developed at the University of Southampton, but available to everyone to use.

We use cookies to ensure that we give you the best experience on our website. If you continue without changing your settings, we will assume that you are happy to receive cookies on the University of Southampton website.

×