Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/163235
Title: Prediction of shear strength and drift capacity of corroded reinforced concrete structural shear walls
Authors: Yang, Zhihong
Li, Bing
Keywords: Engineering::Civil engineering
Issue Date: 2022
Source: Yang, Z. & Li, B. (2022). Prediction of shear strength and drift capacity of corroded reinforced concrete structural shear walls. Structural Engineering and Mechanics, 83(2), 245-257. https://dx.doi.org/10.12989/sem.2022.83.2.245
Journal: Structural Engineering and Mechanics
Abstract: As the main lateral load resisting system in high-rise reinforced concrete structures, the mechanical performance of shear wall has a significant impact on the structure, especially for high-rise buildings. Steel corrosion has been recognized as an important factor affecting the mechanical performance and durability of the reinforced concrete structures. To investigate the effect on the seismic behaviour of corroded reinforced concrete shear wall induced by corrosion, analytical investigations and simulations were done to observe the effect of corrosion on the ultimate seismic capacity and drift capacity of shear walls. To ensure the accuracy of the simulation software, several validations were made using both non-corroded and corroded reinforced concrete shear walls based on some test results in previous literature. Thereafter, a parametric study, including 200 FE models, was done to study the influence of some critical parameters on corroded structural shear walls with boundary element. These parameters include corrosion levels, axial force ratio, aspect ratio, and concrete compressive strength. The results obtained would then be used to propose equations to predict the seismic resistance and drift capacity of shear walls with various corrosion levels.
URI: https://hdl.handle.net/10356/163235
ISSN: 1225-4568
DOI: 10.12989/sem.2022.83.2.245
Rights: © 2022 Techno-Press. All rights reserved.
Fulltext Permission: none
Fulltext Availability: No Fulltext
Appears in Collections:CEE Journal Articles

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