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Structural performance of rectangular CFST slender columns under axial partial compression
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DOI：10.1016/j.engstruct.2026.122836.png)
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Abstract
En 中文
• Tests of representative rectangular CFST slender columns under axial partial and full compression. • FE model that can precisely simulate behavior of partially compressed rectangular CFST slender columns. • Simplified formulae suitable for well estimating bearing capacity of partially compressed rectangular CFST columns.
Keywords:
CFST columns
slender columns
axial partial compression
finite element model
bearing capacity
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6.4
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