A Method for the Coefficient Superposition Buckling Bearing Capacity of Thin-Walled Members

Axial compression tests were conducted on short rhombic tubes of different cross-sectional shapes. The deformation modes of the rhombic short tubes were obtained. To induce a finite element model with deformation modes consistent with the actual working conditions, buckling modes are introduced into the model as the initial imperfections of the structure. However, the buckling modes resulting from finite element buckling analyses often do not meet the needs of actual crushing modes. A coefficient superposition method of solution is proposed to derive modal characteristics consistent with the actual deformation modes by linear superposition of the buckling modes. Through the study of three aspects of theory, test, and simulation, and the comparison and verification of this method with the simulation results of related literature, the results show that the indexes derived from this method are closer to the actual circumstances and are more expandable, which provides a reference for the project.

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Publication Details

Journal
Buildings
Published
2024-10-12
DOI
https://doi.org/10.3390/buildings14103236
Citations
3
Primary Topic
Composite Structure Analysis and Optimization
Type
article
Field-Weighted Citation Impact
0.81
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article

A Method for the Coefficient Superposition Buckling Bearing Capacity of Thin-Walled Members

Bo Xu, Bing Xu, Lang Wang, Rui Wang et al.
3 citations
Buildings
Composite Structure Analysis and Optimization
0.81
article

A Method for the Coefficient Superposition Buckling Bearing Capacity of Thin-Walled Members

Bo Xu, Bing Xu, Lang Wang, Rui Wang, Qin Liu, Bing Kong
article en
3 citations

Abstract

Axial compression tests were conducted on short rhombic tubes of different cross-sectional shapes. The deformation modes of the rhombic short tubes were obtained. To induce a finite element model with deformation modes consistent with the actual working conditions, buckling modes are introduced into the model as the initial imperfections of the structure. However, the buckling modes resulting from finite element buckling analyses often do not meet the needs of actual crushing modes. A coefficient superposition method of solution is proposed to derive modal characteristics consistent with the actual deformation modes by linear superposition of the buckling modes. Through the study of three aspects of theory, test, and simulation, and the comparison and verification of this method with the simulation results of related literature, the results show that the indexes derived from this method are closer to the actual circumstances and are more expandable, which provides a reference for the project.

BuildingsVol. 14(10)
Anhui University of Science and Technology (CN), Xi'an Technological University (CN), Nanchang Institute of Science & Technology (CN), Changzhou University (CN), Yancheng Institute of Technology (CN)
Sustainable cities and communities
Openalex Percentile: Top 32%
Composite Structure Analysis and Optimization
0.81
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A Method for the Coefficient Superposition Buckling Bearing Capacity of Thin-Walled Members — Bo Xu, Bing Xu, et al. · Buildings (2024) | TGRS Research Map | TGRS