Significance of Midspan Debonding Failure in FRP-Plated Concrete Beams-Reference-Cited by-同舟云学术

Significance of Midspan Debonding Failure in FRP-Plated Concrete Beams

Published:2001-07 Issue:7 Volume:127 Page:792-798
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Sebastian Wendel M.¹

Affiliation:

1. Lect., Dept. of Civ. Engrg., Univ. of Bristol, Queen's Building, University Walk, Bristol BS8 1TR, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282001%29127%3A7%28792%29

Reference12 articles.

1. Behavior of Precracked RC Beams Strengthened with Carbon FRP Sheets

2. Brosens K. and Van Gemert D. ( 1997). “Anchoring stresses between concrete and carbon fibre reinforced laminates.” Proc. 3rd Int. Symp. on Non-Metallic (FRP) Reinforcement for Concrete Struct . 1 Japan Concrete Institute Sapporo Japan 271–278.

3. Fleming C. J. ( 1967). “The development of structural adhesives for three original uses in South Africa.” RILEM Int. Symp. Synth. Resins in Build. Constr . Paris 75–92.

4. Jones R. et al. ( 1988). “Plate separation and anchorage of reinforced concrete beams strengthened with epoxy-bonded steel plates.” The Struct. Engr . 66(5) London 85–94.

5. Premature Failure of Externally Plated Reinforced Concrete Beams

Cited by 154 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. FRP Strips Externally Bonded to Quasi-Brittle Substrates: Discussions and Advances of Open Research Topics;Journal of Composites for Construction;2024-12

2. Effect of different anchorage schemes on the flexural behavior of RC slabs strengthened with CFRP sheets;Construction and Building Materials;2024-05

3. A full-range fatigue life prediction model for RC beams strengthened with prestressed CFRP plates accounting for the impact of FRP debonding;Engineering Structures;2024-02

4. A nonlinear prediction model of the debonding process of an FRP-concrete interface under fatigue loading;Construction and Building Materials;2023-03

5. A numerical study on the crack-induced dynamic characteristic degradation of FRP-plated RC structural components;Procedia Structural Integrity;2023