Effect of Interfacial Bond on Plastic Hinge Length of FRP-Confined RC Columns-Reference-Cited by-同舟云学术

Effect of Interfacial Bond on Plastic Hinge Length of FRP-Confined RC Columns

Published:2019-04 Issue:2 Volume:23 Page:04019007
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Jiang Cheng¹,Yuan Fang²,Wu Yu-Fei³,Zhao Xue-Mei⁴

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong SAR, China; formerly, Ph.D. Candidate, Dept. of Architecture and Civil Engineering, City Univ. of Hong Kong, Hong Kong SAR, China.

2. Associate Professor, School of Civil Engineering and Architecture, East China Jiaotong Univ., Nanchang 330013, China.

3. Professor, School of Engineering, RMIT Univ., Melbourne, VIC 3000, Australia; formerly, Associate Professor, Dept. of Architecture and Civil Engineering, City Univ. of Hong Kong, Hong Kong SAR, China (corresponding author).

4. Technical Consultant, Building Diagnostic Consultants Ltd., 79 Lei Muk Rd., Kwai Chung, Hong Kong.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000932

Reference63 articles.

1. Alemdar F. 2010. “Plastic hinging behavior of reinforced concrete bridge columns.” Ph.D. dissertation Dept. of Civil Environmental and Architectural Engineering Univ. of Kansas.

2. Evaluation of the critical plastic region length in slender reinforced concrete bridge columns

3. Plastic hinge length of reinforced concrete columns;Bae S.;ACI Struct. J.,2008

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