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CFRP strengthened RHS subjected to transverse end bearing force

Authors :
Zhao, Xiao-Ling
Fernando, Dilum
Al-Mahaidi, Riadh
Source :
Engineering Structures. Sep2006, Vol. 28 Issue 11, p1555-1565. 11p.
Publication Year :
2006

Abstract

Abstract: This paper reports the improved web crippling behaviour of RHS (rectangular hollow section) strengthened by CFRP (Carbon Fibre Reinforced Polymer). Several types of strengthening were adopted, such as wrapping CFRP sheeting outside the RHS or applying CFRP plates outside or/and inside the RHS. It was found that the CFRP strengthening significantly increases the web crippling capacity especially for those with large web depth-to-thickness ratio. Design models are proposed to predict the increased capacity for CFRP strengthened RHS subjected to transverse end bearing force. [Copyright &y& Elsevier]

Details

Language :
English
ISSN :
01410296
Volume :
28
Issue :
11
Database :
Academic Search Index
Journal :
Engineering Structures
Publication Type :
Academic Journal
Accession number :
21665404
Full Text :
https://doi.org/10.1016/j.engstruct.2006.02.008