Shear-Strength Capacity Assessment of Corroded Reinforced Concrete Beam-Column Joints-Reference-Cited by-同舟云学术

Shear-Strength Capacity Assessment of Corroded Reinforced Concrete Beam-Column Joints

Published:2018-10 Issue:5 Volume:32 Page:04018067
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Zhang Xinchen¹,Li Bing²

Affiliation:

1. Ph.D. Student, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798, Singapore.

2. Associate Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798, Singapore (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001216

Reference37 articles.

1. Effect of Reinforcement Corrosion on Flexural Behavior of Concrete Slabs

2. Mechanical properties of corrosion-damaged reinforcement;Cairns J.;ACI Mater. J.,2005

3. Capé M. 1999. “Residual service-life assessment of existing R/C structures.” M.S. thesis Chalmers Univ. of Technology.

4. Structural Assessment of Corroded Reinforced Concrete Beams: Modeling Guidelines

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