The critical buckling strain is an important data in the strain-based design of pipelines.
在基于应变的管道设计方法中，临界屈曲应变是一个重要指标。
Buckling of thin plate due to butt weld was investigated using inherent strain method as an equivalent load.
提出了基于固有应变对接薄板失稳分析的基本方程。
Strain, peel strength, critical buckling pressure and failure mode under various temperatures of PSP were investigated using experiments.
对钢丝缠绕增强塑料复合管应变、剥离强度、临界失稳压力、不同温度下的失效形式等进行了试验研究。
Based on the idea of magnetic strain, the model of magnetic strain was used to analysis the magnetoelastic buckling of cantilevered ferromagnetic plate in transverse magnetic field.
基于磁致伸缩的概念，采用磁致伸缩应变模型，对横向磁场中铁磁体的磁弹性屈曲的临界磁场这一问题进行了研究。
In this paper, buckling of thin plate due to butt weld is investigated using inherent strain method as an equivalent load.
提出了基于固有应变对接薄板失稳分析的基本方程。
The features of rock finite strain in the superimposed fold area under buckling are comprehensive results of multiphase deformation.
纵弯叠加褶皱地区岩石有限应变特征是所受历次变形的综合结果。
The critical stress and strain for web buckling were figured out by analytic method.
利用解析的方法，给出了腹板产生屈曲的临界应力和应变。
The critical stress and strain for web buckling were figured out by analytic method.
利用解析的方法，给出了腹板产生屈曲的临界应力和应变。
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