Advanced Steel Construction

Vol. 21, No. 3, pp. 243-252 (2025)


 SEISMIC BEHAVIOR AND RESIDUAL SEISMIC CAPACITY OF

CORRODED DOUBLE-STEEL-PLATE COMPOSITE SHEAR WALL

 

Jian Li 1, *, Bo-Kai Chen 1, Zhe Zhao 1, Gang Gao 2 and Yan Wang 1

1 School of Civil Engineering, Qingdao University of Technology, Qingdao, 266033, China

2 Yantai Jinjian Engineering Design Co, Ltd, Yantai, Shandong 264000, China

*(Corresponding author: E-mail:This email address is being protected from spambots. You need JavaScript enabled to view it.)

Received: 27 August 2024; Revised: 6 January 2025; Accepted: 8 January 2025

 

DOI:10.18057/IJASC.2025.21.3.6

 

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ABSTRACT

In long-term aggressive corrosion environments, steel structures are susceptible to corrosion, which can significantly impair their mechanical performance. The seismic behavior of the corroded double-steel-plate composite shear wall (DSCW) is investigated in this paper. The parameters investigated include the corrosion rate, steel plate thickness, axial compression ratio, and concrete strength. The corroded DSCW model was established using ABAQUSs secondary development function. The research results show that: local corrosion under cyclic loading may cause the steel plate to buckle prematurely, resulting in early concrete crushing and failure of the binding bars; The hysteresis curve of the corroded specimen shows a distinct pinching effect; With the increase of corrosion rate, the bearing capacity and ductility of DSCW decrease obviously. The optimal steel plate thickness for seismic performance is identified as 9 mm, while higher concrete strength correlates with enhanced bearing capacity; Increasing the axial compression ratio leads to a gradual decrease in bearing capacity. A shear capacity formula that accounts for corrosion rates is proposed, and the relationship between the residual seismic capacity and drift, in terms of energy dissipation, is also analyzed. Finally, the study calculates the reinforceable residual drift limits for DSCW damaged by earthquakes.

 

KEYWORDS

Double-steel-plate composite shear wall, Seismic performance, Local corrosion, Finite element simulation, Residual seismic capacity


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