Effect of transient strain on strength of concrete and CFT columns in fire – Part 2: Simplified and numerical modelling

Huang, S-S. and Burgess, I.W. (2012) Effect of transient strain on strength of concrete and CFT columns in fire – Part 2: Simplified and numerical modelling. Engineering Structures, 44. 389 - 399. ISSN 0141-0296

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Authors/Creators:
  • Huang, S-S.
  • Burgess, I.W.
Copyright, Publisher and Additional Information: © 2012. Elsevier. This is an author produced version of a paper subsequently published in Engineering Structures. Uploaded in accordance with the publisher's self-archiving policy.
Keywords: Transient strain; Concrete-filled tubular column; Structural fire engineering; Shanley-like model
Dates:
  • Published: November 2012
Institution: The University of Sheffield
Academic Units: The University of Sheffield > Faculty of Engineering (Sheffield) > Department of Civil and Structural Engineering (Sheffield)
Depositing User: Symplectic Sheffield
Date Deposited: 05 Jun 2014 09:57
Last Modified: 28 Mar 2018 05:35
Published Version: http://dx.doi.org/10.1016/j.engstruct.2012.05.052
Status: Published
Publisher: Elsevier
Identification Number: https://doi.org/10.1016/j.engstruct.2012.05.052
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