Understanding the effects of hooked-end steel fibre geometry on the uniaxial tensile behaviour of self-compacting concrete

Understanding the effects of hooked-end steel fibre geometry on the uniaxial tensile behaviour of... •The uniaxial tensile behaviour of various hooked-end steel fibres was assessed.•The correlation between number of fibre and post-cracking parameters was analysed.•The hook geometry has a significant influence on post-cracking response. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Journal of Contaminant Hydrology Elsevier

Understanding the effects of hooked-end steel fibre geometry on the uniaxial tensile behaviour of self-compacting concrete

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Publisher
Elsevier
Copyright
Copyright © 2018 Elsevier Ltd
ISSN
0169-7722
eISSN
1873-6009
D.O.I.
10.1016/j.conbuildmat.2018.05.191
Publisher site
See Article on Publisher Site

Abstract

•The uniaxial tensile behaviour of various hooked-end steel fibres was assessed.•The correlation between number of fibre and post-cracking parameters was analysed.•The hook geometry has a significant influence on post-cracking response.

Journal

Journal of Contaminant HydrologyElsevier

Published: May 1, 2018

References

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