Stress-strain characteristic of SFRC using recycled fibres

Tlemat, H., Pilakoutas, K. and Neocleous, K. (2006) Stress-strain characteristic of SFRC using recycled fibres. Materials and Structures/Materiaux et Constructions, 39 (3). pp. 365-377. ISSN 1359-5997

Abstract

Metadata

Authors/Creators:
  • Tlemat, H.
  • Pilakoutas, K. (k.pilakoutas@sheffield.ac.uk)
  • Neocleous, K. (k.neocleous@sheffield.ac.uk)
Copyright, Publisher and Additional Information: © 2006 Springer. This is an author produced version of a paper subsequently published in Materials and Structures. Uploaded in accordance with the publisher's self-archiving policy.
Keywords: Bending strength; Crack propagation; Fiber reinforced materials; Load limits; Mathematical models; Steel; Tensile stress; Tensile testing, Concrete prism; Steel fibre; Stress-strain block; Tensile stress distribution, Reinforced concrete
Institution: The University of Sheffield
Academic Units: The University of Sheffield > University of Sheffield Research Centres and Institutes > Centre for Cement and Concrete (Sheffield)
The University of Sheffield > Faculty of Engineering (Sheffield) > Department of Civil and Structural Engineering (Sheffield)
Depositing User: Prof Kypros Pilakoutas
Date Deposited: 31 Jan 2011 15:56
Last Modified: 08 Feb 2013 17:30
Published Version: http://dx.doi.org/10.1007/s11527-005-9009-4
Status: Published
Publisher: Springer Verlag
Refereed: Yes

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Filename: WRRO_42808.pdf

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