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Theoretical and experimental study on empty and foam-filled columns with square and rectangular cross section under axial compression

机译:方形和矩形截面的空心柱在轴向压缩下的理论和实验研究

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摘要

This article derives some theoretical relations to predict diagrams of absorbed energy and axial force versus axial displacement during the folding process in square and rectangular columns. By considering the folding wavelength as a constant parameter during the folds creation and using balance of internal and external energy and minimum principle in plasticity, final relations are calculated. Also, two different relations are introduced to predict the maximum folding force of the empty and polyurethane foam-filled columns with square and rectangular cross sections, by considering the interaction effects between column wall and foam-filler. Furthermore, some experiments were carried out on the empty and foam-filled metal columns and the experimental measurements were compared with predictions of the theoretical formulas that showed good correlation.
机译:本文推导出一些理论关系,以预测方形和矩形柱折叠过程中吸收的能量和轴向力与轴向位移的关系图。通过在折叠过程中将折叠波长视为恒定参数,并利用内部和外部能量的平衡以及可塑性中的最小原理,计算最终关系。另外,通过考虑柱壁和泡沫填充物之间的相互作用,引入了两种不同的关系来预测具有方形和矩形横截面的空泡沫填充物和聚氨酯泡沫填充物的最大折叠力。此外,在空的和泡沫填充的金属柱上进行了一些实验,并将实验测量值与显示出良好相关性的理论公式的预测进行了比较。

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