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Post-local buckling of steel plates in concrete-filled thin-walled steel tubular columns under biaxial loading

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Figure

Figure 1. Clamped steel plates under edge compression and in-plane bending
Figure 3 shows that the ultimate strengths of steel plates predicted by the proposed Equations (2) and (3) are compared well with those obtained from the finite element analysis
Figure 5. Effective width of steel plate under compression and in-plane bending

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