Performance of Corroded Reinforced Concrete Columns under the Action of Eccentric Loads-Reference-Cited by-同舟云学术

Performance of Corroded Reinforced Concrete Columns under the Action of Eccentric Loads

Published:2016-01 Issue:1 Volume:28 Page:04015087
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Xia Jin¹,Jin Wei-Liang²,Li Long-Yuan³

Affiliation:

1. Associate Professor, Institute of Structural Engineering, Zhejiang Univ., Hangzhou 310058, P.R. China; formerly, Postdoctoral Fellow, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado, Boulder, CO 80309 (corresponding author).

2. Professor, Institute of Structural Engineering, Zhejiang Univ., Hangzhou 310058, P.R. China.

3. Professor, School of Marine Science and Engineering, Plymouth Univ., Drake Circus, Plymouth, Devon PL4 8AA, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0001352

Reference45 articles.

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2. ASTM. (2003). “Standard practice for preparing cleaning and evaluating corrosion test specimens.” G1–03 West Conshohocken PA.

3. Flexural strength of corroded reinforced concrete beams

4. Structural behavior of shear-critical RC slender beams with corroded properly anchored longitudinal steel reinforcement;Azam R.;J. Struct. Eng.,2013

5. Corrosion-induced bond strength degradation in reinforced concrete—Analytical and empirical models

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