Output details
14 - Civil and Construction Engineering
University of Sheffield
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Article title
Effect of transient strain on strength of concrete and CFT columns in fire – Part 1: Elevated-temperature analysis on a Shanley-like column model
Type
D - Journal article
Title of journal
Engineering Structures
Article number
-
Volume number
44
Issue number
-
First page of article
379
ISSN of journal
01410296
Year of publication
2012
Number of additional authors
1
Additional information
Transient strain is usually ignored in design and modelling of structures in fire. This research (partially funded by Corus Group Ltd.) exposed the danger of such negligence – not considering transient strain may over predict fire resistance of concrete or steel-concrete composite columns. Fire engineering software, such as Safier, has recently been updated to account for transient strain. This paper has also bridged the gap between micro-mechanics-based modelling and structural modelling of transient strain.
Interdisciplinary
-
Cross-referral requested
-
Research group
None
Proposed double-weighted
No
Double-weighted statement
-
Reserve for a double-weighted output
No
Non-English
No
English abstract
-
