Analytical Solution for Fracture Analysis of CFRP Sheet–Strengthened Cracked Concrete Beams-Reference-Cited by-同舟云学术

Analytical Solution for Fracture Analysis of CFRP Sheet–Strengthened Cracked Concrete Beams

Published:2010-10 Issue:10 Volume:136 Page:1202-1219
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Wu Zhimin¹²³⁴⁵,Yang Shutong¹²³⁴⁵,Hu Xiaozhi¹²³⁴⁵,Zheng Jianjun¹²³⁴⁵,Fan Xinglang¹²³⁴⁵,Shan Jingsong¹²³⁴⁵

Affiliation:

1. Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, People’s Republic of China.

2. Lectorate, Dept. of Civil Engineering, College of Engineering, Ocean Univ. of China, Qingdao 266100, People’s Republic of China (corresponding author).

3. Professor, Dept. of Mechanical and Materials Engineering, Univ. of Western Australia, Nedlands, Perth, Western Australia 6907, Australia.

4. Professor, School of Civil Engineering and Architecture, Zhejiang Univ. of Technology, Hangzhou 310014, People’s Republic of China.

5. Ph.D. Student, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, People’s Republic of China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000157

Reference21 articles.

1. Fracture Model for Flexural Failure of Beams Retrofitted with CARDIFRC

2. Flexural and Interfacial Behavior of FRP-Strengthened Reinforced Concrete Beams

3. Rigorous procedure for calculating deflections of fiber-reinforced polymer-strengthened reinforced concrete beams;Charkas H.;ACI Struct. J.,2003

4. Shear capacity of FRP-strengthened RC beams: FRP debonding

5. An experimental study of the failure modes of reinforced concrete beams strengthened with prestressed carbon composite plates

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