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Buckling of Shape Memory Alloy Columns (Buckling of Curved Column and Twinning Deformation Effect)

机译:形状记忆合金柱的屈曲(弯曲柱的屈曲和孪生变形效应)

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摘要

The research described in this paper grew from the serendipitous discovery of the TD (Twinning Deformation) effect, which was discovered by the first author. The experiment involved a Shape Memory Alloy (SMA) column that was plastically deformed into a cosine wave. The column was then compressed from either end. As the compressive force was increased, the column became straighter. The curved column-buckling load is the same as that of the straight one. In this research, numerical analysis was performed on the distributions of stress and deformation of the SMA beams under compression. Analysis of the anti-buckling capability involves a theoretical treatment of Non-Euler buckling. One way of explaining the buckling mechanism is to consider the moment-deflection ratio as a spring constant. The result of this calculation is in good agreement with those obtained for experimental buckling loads. And based on the same analysis, the neutral fiber (or structural center) of the curved column was also calculated.
机译:本文所述的研究源于第一作者对TD(孪生变形)效应的偶然发现。实验涉及一个形状记忆合金(SMA)柱,该柱被塑性变形为余弦波。然后将该柱从任一端压缩。随着压缩力的增加,色谱柱变得更直。弯曲的柱屈曲载荷与笔直的屈曲载荷相同。在这项研究中,对SMA梁在压缩状态下的应力和变形分布进行了数值分析。抗屈曲能力的分析涉及非欧拉屈曲的理论处理。一种解释屈曲机理的方法是将力矩挠度比视为弹簧常数。计算结果与实验屈曲载荷获得的结果非常吻合。并且基于相同的分析,还计算了弯曲柱的中性纤维(或结构中心)。

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