Performance of externally CFRP confined RC columns with changes in thickness of the wrap, slenderness of the column and shape of the section
The present study deals with the analysis of experimental results, in terms of load carrying capacity and strains, obtained from tests on reinforced concrete (RC) columns, strengthened with external carbon fiber reinforced polymer (CFRP) sheets. The experimental parameters include: number of wrap la...
Main Authors: | , , , |
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Format: | Article |
Language: | English |
Published: |
EDP Sciences
2012-09-01
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Series: | MATEC Web of Conferences |
Online Access: | http://dx.doi.org/10.1051/matecconf/20120202001 |