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

Author(s): ORCID
ORCID




Medium: journal article
Language(s): English
Published in: Buildings, , n. 10, v. 14
Page(s): 3236
DOI: 10.3390/buildings14103236
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.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.3390/buildings14103236.
  • About this
    data sheet
  • Reference-ID
    10804508
  • Published on:
    10/11/2024
  • Last updated on:
    10/11/2024
 
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