Tensile stress-strain relaxation as a failure precursor for FRP-strengthened RC beams-Reference-Cited by-同舟云学术

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Tensile stress-strain relaxation as a failure precursor for FRP-strengthened RC beams

Published:2015-07 Issue: Volume:125 Page:530-541
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Pešić Ninoslav,Pilakoutas Kypros

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference50 articles.

1. Fibre composite plates for strengthening bridge beams;Ehsani;Compos. Struct.,1990

2. External reinforcement of concrete beams using fibre reinforced plastic;Ritchie;ACI Struct. J.,1991

3. RC beams strengthened with GFRP plates, I: experimental study;Saadatmanesh;J. Struct. Engr.,1991

4. Strengthening of RC beams with epoxy-bonded fibre-composite materials;Triantafillou;Mater. and Struct.,1992

5. Reinforced concrete rectangular beams strengthened with CFRP laminates;Shahawy;Compos. Part B: Engr.,1996

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Introduction;Seismic Performance of Corroded Reinforced Concrete Structures Retrofitted with FRP;2024

2. Behavior of RC box beam strengthened with basalt FRP using end anchorage with grooving;Journal of Composite Materials;2019-03-04

3. Bond-slip effect in flexural behavior of GFRP RC slabs;Composite Structures;2018-06

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