Impact of steel-concrete slippage on CFST column load capacity under complex loading conditions
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This study shows that when compression/bending and torsion are applied simultaneously, the bond between the concrete core and steel tube may weaken, leading to slippage, which in turn reduces the structural system’s load-bearing efficiency.
Nội dung trích xuất từ tài liệu:
Impact of steel-concrete slippage on CFST column load capacity under complex loading conditions
Nội dung trích xuất từ tài liệu:
Impact of steel-concrete slippage on CFST column load capacity under complex loading conditions
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Combined compression-bending-torsion load Torsional bearing capacity Compressive torsional capacity Numerical analysis Structural system’s load-bearing efficiencyTài liệu liên quan:
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