Fully probabilistic analysis of FRP-to-concrete bonded joints considering model uncertainty-Reference-Cited by-同舟云学术

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Fully probabilistic analysis of FRP-to-concrete bonded joints considering model uncertainty

Published:2018-02 Issue: Volume:185 Page:786-806
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Zhang Dongming,Gu Xiang-Lin,Yu Qian-Qian,Huang Hongwei,Wan Baolin,Jiang Cheng

Funder

National Natural Science Foundation of China

National University of Singapore

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference94 articles.

1. FRP-strengthened RC structures;Teng,2002

2. Effect of load eccentricity on the stress-strain relationship of FRP-confined concrete columns;Wu;Compos Struct,2013

3. Plastic hinge length of FRP-confined square RC columns;Jiang;J Compos Constr,2014

4. Effect of aggregate size on stress-strain behavior of concrete confined by fiber composites;Jiang;Compos Struct,2017

5. Long-term behavior of existing low-strength reinforced concrete beams strengthened with carbon fibre composite sheets;Li;Compos Part B,2012

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