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https://hdl.handle.net/2440/939
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Type: | Journal article |
Title: | Numerical simulation of steel plated RC columns |
Author: | Wu, Y. Griffith, M. Oehlers, D. |
Citation: | Computers and Structures, 2004; 82(4-5):359-371 |
Publisher: | Pergamon-Elsevier Science Ltd |
Issue Date: | 2004 |
ISSN: | 0045-7949 1879-2243 |
Statement of Responsibility: | Yu-Fei Wu, Michael C. Griffith and Deric J. Oehlers |
Abstract: | A numerical model is described in this paper that can analyse a cantilever beam/column member with partial interaction plating under lateral loading. This type of analysis is complicated due to the relative movement, or slip, that occurs at the interface between the concrete and plate elements. The accuracy of the numerical procedure was verified through comparisons with laboratory tests results. The numerical procedure was found to be numerically stable over the full range of response, including post-peak behaviour. The numerical analyses of plated RC columns also show that steel plating can be used to improve a column’s strength, ductility, or both. |
Keywords: | Reinforced concrete Columns Numerical model Retrofitting Partial interaction Slip |
DOI: | 10.1016/j.compstruc.2003.10.011 |
Description (link): | http://www.elsevier.com/wps/find/journaldescription.cws_home/359/description#description |
Published version: | http://dx.doi.org/10.1016/j.compstruc.2003.10.011 |
Appears in Collections: | Aurora harvest Civil and Environmental Engineering publications |
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