Flexural Capacity Prediction of Corroded Prestressed Concrete Beams Incorporating Bond Degradation-Reference-Cited by-同舟云学术

Flexural Capacity Prediction of Corroded Prestressed Concrete Beams Incorporating Bond Degradation

Published:2019-07 Issue:4 Volume:32 Page:04019027
ISSN:0893-1321
Container-title:Journal of Aerospace Engineering
language:en
Short-container-title:J. Aerosp. Eng.

Author:

Dai Lizhao¹,Wang Lei²,Bian Hanbing³,Zhang Jianren⁴,Zhang Xuhui⁵,Ma Yafei⁶

Affiliation:

1. Lecturer, School of Civil Engineering, Changsha Univ. of Science and Technology, No. 960 Wanjiali Rd., Changsha, Hunan 410114, China; Doctoral Student, Laboratoire d’Etude des Microstructures et de Mécanique des Matériaux, Université de Lorraine, Ile du Saulcy, 57045 Metz Cedex 01, France.

2. Professor, School of Civil Engineering, Changsha Univ. of Science and Technology, No. 960 Wanjiali Rd., Changsha, Hunan 410114, China (corresponding author).

3. Associate Professor, Laboratoire d’Etude des Microstructures et de Mécanique des Matériaux, Université de Lorraine, Ile du Saulcy, 57045 Metz Cedex 01, France.

4. Professor, School of Civil Engineering, Changsha Univ. of Science and Technology, No. 960 Wanjiali Rd., Changsha, Hunan 410114, China.

5. Lecturer, College of Civil Engineering and Mechanics, Xiangtan Univ., Yuhu District, Xiangtan, Hunan 411105, China.

6. Associate Professor, School of Civil Engineering, Changsha Univ. of Science and Technology, No. 960 Wanjiali Rd., Changsha, Hunan 410114, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Aerospace Engineering,General Materials Science,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29AS.1943-5525.0001022

Reference33 articles.

1. Model for cover cracking due to rebar corrosion in RC structures

2. A residual strength model for deteriorating post-tensioned concrete bridges

3. Stochastic modelling and lifecycle performance assessment of bond strength of corroded reinforcement in concrete

4. Analytical Model for Residual Bond Strength of Corroded Reinforcement in Concrete Structures

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