RESEARCH PROGRESS OF CONCRETE-INFILLED DOUBLE STEEL CORRUGATED-PLATE COMPOSITE WALLS WITH T-SECTION

WANG Yuwei; GUO Yanlin; WANG Mengzheng

doi:10.13204/j.gyjzG21052612

Volume 51 Issue 4

Aug. 2021

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2021 > 51(4): 181-188

WANG Yuwei, GUO Yanlin, WANG Mengzheng. RESEARCH PROGRESS OF CONCRETE-INFILLED DOUBLE STEEL CORRUGATED-PLATE COMPOSITE WALLS WITH T-SECTION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(4): 181-188. doi: 10.13204/j.gyjzG21052612

Citation:

WANG Yuwei, GUO Yanlin, WANG Mengzheng. RESEARCH PROGRESS OF CONCRETE-INFILLED DOUBLE STEEL CORRUGATED-PLATE COMPOSITE WALLS WITH T-SECTION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(4): 181-188. doi: 10.13204/j.gyjzG21052612

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RESEARCH PROGRESS OF CONCRETE-INFILLED DOUBLE STEEL CORRUGATED-PLATE COMPOSITE WALLS WITH T-SECTION

doi: 10.13204/j.gyjzG21052612

1. Zhejiang Zhongnan Construction Group Steel Structure Co., Ltd., Hangzhou 310052, China;
2. Department of Civil Engineering, Tsinghua University, Beijing 100084, China

Received Date: 2021-01-26
Available Online: 2021-08-19

Abstract

Abstract

Research progress was introduced in the paper concerning the bearing capacity of concrete-infilled double steel corrugated-plate composite walls with T-section (T-CDSCW), including cross-sectional capacity, integral stability, and relevant experimental study and finite element analysis. Due to the excellent bearing capacity, CDSCWs have broad application prospects in high-rise buildings. The T-CDSCW is composed of flange and web wall elements and rectangular concrete-filled steel tubular boundary elements. The design of bearing capacity involves the local buckling of steel corrugated-plates, the cross-sectional capacity under axial compression and biaxial bending moment, and the integral stability under axial compression and both axial compression and bending in the web plane. The failure modes in the experiments were the local buckling of steel tubes and corrugated-plates, the flexural buckling of the T-CDSCW, and the flexural failure under cyclic loading. The bearing capacity and seismic performance could be simulated by refined and simplified finite element models. Some of the design formulas introduced in the paper have been adopted in Technical Specification for Structures with Corrugated Steel Plate Components (T/CECS 624-2019), and related experimental research and finite element analysis could provide the basis for the compilation of the standard.
- concrete-infilled double steel corrugated-plate composite wall,
- T-section,
- cross-sectional capacity,
- local buckling,
- integral stability,
- experimental study,
- finite element analysis

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References

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