Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/11861
Title: Analysis of bond-slip between concrete and steel bar in fire
Authors: Jamal, K
Huang, Z
Fan, M
Keywords: Bond-slip;Concrete structures;Fire;Splitting failure
Issue Date: 2016
Publisher: Elsevier
Citation: Computers & Structures, 162: 1–15, (2016)
Abstract: This paper presents a robust model for predicting the bond-slip between the concrete and steel reinforced bar at elevated temperatures. The model is established based on a partly cracked thick-wall cylinder theory and the smeared cracking approach is adopted to consider the softening behaviour of concrete in tension. The model is able to consider a number of parameters: such as different concrete properties and covers; different steel bar diameters and geometries. The proposed model has been incorporated into the Vulcan program for 3D analysis of reinforced concrete structures in fire. The model has been validated against previous test results.
URI: http://www.sciencedirect.com/science/article/pii/S0045794915002709
http://bura.brunel.ac.uk/handle/2438/11861
DOI: http://dx.doi.org/10.1016/j.compstruc.2015.09.011
ISSN: 0045-7949
Appears in Collections:Dept of Mechanical Aerospace and Civil Engineering Research Papers

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