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Modelling of SFRC using inverse finite element analysis

Tlemat, H., Pilakoutas, K. and Neocleous, K. (2006) Modelling of SFRC using inverse finite element analysis. Materials and Structures/Materiaux et Constructions, 39 (286). pp. 221-233. ISSN 1359-5997

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Abstract

A method of inverse finite element analysis is used to determine the constitutive relationship of SFRC in tension, using primary experimental data. Based on beam bending test results and results from pull-out tests, an attempt is made to explain the physical processes taking place during the cracking stage. Basic models predicting the behaviour of SFRC in tension are proposed. © RILEM 2006.

Item Type: Article
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 (deformation); Crack initiation; Mathematical models; Physical properties; Surface tension, Bending test; Cracking stage; Physical processes, Finite element method
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 15:38
Last Modified: 08 Feb 2013 17:30
Published Version: http://dx.doi.org/10.1617/s11527-005-9010-y
Status: Published
Publisher: Springer Verlag
Refereed: Yes
URI: http://eprints.whiterose.ac.uk/id/eprint/42809

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