buckling limit

[ˈbʌkliŋ ˈlimit]
  • buckling limit
  • 释义

    扭曲极限;

纠错 数据更新时间:2025-11-14 06:28:49
1、

Eigenvalue buckling analysis can only forecast the theoretical buckling strength of an ideal linear elastic structure, because of the unideal property of material and geometrical nonlinearity, most structures can not reach their theoretical strength limit.

特征值屈曲分析只可预测一个理想线弹性结构的理论屈曲强度,材料非理想性与几何非线性使得大多数结构无法达到它们理论强度极值。

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2、

This paper also deals with the lateral buckling of the beams compressed within the elastic limit, and presents the solution of the continuous beams within lateral load as a special example in passing.

文中还简便地论及了该梁的弹性屈曲。同时,作为特例本文顺便给出了一般连续梁的解答。

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3、

When residual stress overrides limit, plate will create destabilizing buckling deformation and billows.

当残余应力超过极限时, 将使板材产生失稳屈曲变形,出现波浪.

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