Seismic behavior of high-rise reinforced concrete walls with flange subjected to corrosion under low cyclic loading: an experimental research and numerical model-Reference-Cited by-同舟云学术

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Seismic behavior of high-rise reinforced concrete walls with flange subjected to corrosion under low cyclic loading: an experimental research and numerical model

Published:2023-11-07 Issue:4 Volume:23 Page:
ISSN:1644-9665
Container-title:Archives of Civil and Mechanical Engineering
language:en
Short-container-title:Archiv.Civ.Mech.Eng

Author:

Yang Lu,Zheng Shan-Suo^ORCID,Zheng Yue,Liu Hua,Wu Hong-Lin,Zhang Zhi-Wei

Funder

National Key R&D Program of China

National Natural Science Foundation of China

Key Research and Development Projects of Shaanxi Province

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s43452-023-00781-w.pdf

Reference40 articles.

1. Zheng Y, Zheng S, Yang L, et al. Experimental study and numerical model of the seismic behavior of reinforced concrete beams in an artificial corrosion environment. J Build Eng. 2022;46: 103705.

2. Du YG, Chan AHC, Clark LA, et al. Finite element analysis of cracking and delamination of concrete beam due to steel corrosion. Eng Struct. 2013;56:8–21.

3. Coronelli D, Gambarova P. Structural assessment of corroded reinforced concrete beams: modeling guidelines. J Struct Eng. 2004;130(8):1214–24.

4. Chen E, Leung C. Mechanical aspects of simulating crack propagation in concrete under steel corrosion. Constr Build Mater. 2018;191:165–75.

5. Castel A, François R, Arliguie G. Mechanical behaviour of corroded reinforced concrete beams—Part 1: experimental study of corroded beams. Mater Struct. 2000;33:539–44.

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