Experimental and theoretical analysis of severely damaged concrete beams strengthened with CFRP

Experimental and theoretical analysis of severely damaged concrete beams strengthened with CFRP •Repairing of severely damaged reinforced concrete beams with CFRP.•Beams fabricated from concrete with fly ash, waste rubber and polypropylene fibres.•Theoretical verification of experimental results adopting shear friction model.•Reasonable accuracy of theoretical results compared to the experimental results. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Construction and Building Materials Elsevier

Experimental and theoretical analysis of severely damaged concrete beams strengthened with CFRP

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Publisher
Elsevier
Copyright
Copyright © 2018 Elsevier Ltd
ISSN
0950-0618
eISSN
1879-0526
D.O.I.
10.1016/j.conbuildmat.2018.05.038
Publisher site
See Article on Publisher Site

Abstract

•Repairing of severely damaged reinforced concrete beams with CFRP.•Beams fabricated from concrete with fly ash, waste rubber and polypropylene fibres.•Theoretical verification of experimental results adopting shear friction model.•Reasonable accuracy of theoretical results compared to the experimental results.

Journal

Construction and Building MaterialsElsevier

Published: Jul 30, 2018

References

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