The elastoplastic bending instability of the tapered compression members under axial loads about the weak axis is mainly studied.
主要研究了楔形变截面压杆绕弱轴的弹塑性弯曲失稳。
From the analysis of the experiment results, it is indicated that the axial load ratio on behaviors of CFST subjected to compression-bending loads is the most significant effect factor.
对试验结果进行的分析表明，轴压比对钢管混凝土弯压构件受力性能的影响最为显著。
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