Bond–slip model considering the interface shear stress reversal phenomenon and data dispersion for FRP–concrete interface-Reference-Cited by-同舟云学术

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Bond–slip model considering the interface shear stress reversal phenomenon and data dispersion for FRP–concrete interface

Published:2022-06 Issue: Volume:268 Page:108492
ISSN:0013-7944
Container-title:Engineering Fracture Mechanics
language:en
Short-container-title:Engineering Fracture Mechanics

Author:

Li Wen,Huang Peiyan,Chen Zhanbiao,Cui Hangyue,Guo Xinyan,Wu Bo

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference39 articles.

1. Development of a simplified bond stress-slip model for bonded FRP-concrete interfaces;Ko;Constr Build Mater,2014

2. A study on bond mechanism of carbon fiber sheet;Maeda;FRPTCS3,1997

3. Anchoring stresses between concrete and carbon fibre reinforced laminates;Brosens,1997

4. Bond behavior between fiber-reinforced polymer laminates and concrete;Nakaba;Struct J,2001

5. Bond and force transfer of composite-material plates bonded to concrete;Chajes;Struct J,1996

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1. Nonuniformity in stress transfer across FRP width of FRP-concrete interface;Engineering Structures;2024-08

2. Finite element analyses of failure of fiber reinforced polymer-concrete interface considering the concrete tension–compression softening effect;Theoretical and Applied Fracture Mechanics;2024-06

3. Experimental study and numerical prediction of the bond-slip law for concrete elements strengthened with FRP using metaheuristic algorithm;Construction and Building Materials;2024-01

4. Bond behavior of CFRP sheets-to-steel shear joints with different steel surface treatments;Composite Structures;2023-10

5. Bond Behavior of Prestressed CFRP Strips-to-Concrete Joints Using the EBROG Method: Experimental and Analytical Evaluation;Journal of Composites for Construction;2023-02

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