Then, shear test was carried out for impacted specimen. The experimental results showed that buckling load of impacted specimen descend less than undamaged specimen and failure load of impacted specimen descend more than undamaged.
随后对冲击损伤试件进行了剪切载荷下的屈曲试验，数据显示冲击损伤试件的屈曲载荷比完好试件下降比较小，但其最终破坏载荷下降较大。
参考来源 - 复合材料加筋板在剪切载荷下的屈曲与后屈曲研究·2,447,543篇论文数据，部分数据来源于NoteExpress
最后由屈曲方程计算含内埋矩形脱层壳的屈曲载荷和屈曲模态。
Finally, buckling load and mode can be calculated from the characteristic equation.
工程结构中受压构件的临界屈曲载荷的计算，是按理想端部约束条件求得的。
The calculation of critical buckling load of struts is according to the condition of the end restraint.
因而对支承于弹性系统上的细长压杆，需考虑支坐变位对临界屈曲载荷的影响。
Thus, for the slender struts supported on the elastically system, the influence of the bearing deflection on the critical buckling load must be considered.
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