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局部失稳的英文

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"局部失稳"怎么读用"局部失稳"造句

英文翻译手机手机版

  • local buckling
  • local instability

例句与用法

  • Numerical analysis of the partial unstability of big underground surrounding rocks
    大型地下峒室围岩局部失稳与支护数值分析
  • The ultimate load - bearing capacity analysis of steel frames considering local buckling of plates
    考虑板件局部失稳影响的钢框架极限承载力分析
  • Allowed the local buckling of elements and made use of the post - buckling strength , the effective width method is often used to calculate the load - carrying capacity
    为了用料经济,允许板件产生局部失稳,其承载能力以利用板的屈曲后强度为特点的"有效宽度"方法来计算。
  • The results show that the stress rate criterion applies for the judgment of the truss structural instability , and the criterion is more effective and definite in the local instability
    结果表明,应力变化率准则可以有效判定杆系结构的动力失稳,并且在判定结构的局部失稳方面非常有效和明确。
  • This paper firstly deals with the t - section columns " elastic local buckling , elastic overall buckling and elastic interactive buckling . after these , we use the fem software ansys to do further research on t - section columns " inelastic local buckling , inelastic overall buckling and inelastic interactive buckling . the research is focused on the effect of local buckling on the load carrying capacity of overall buckling
    本文对t形截面的局部失稳和整体是首先进行了弹性情况下的进行了理论与ansys分析,然后用ansys对弹塑性情况下局部失稳,整体压弯失稳,整体弯曲与局部相互作用下的失稳进行了分析。
  • In these paper we use the following rule to determine the width - to - thickness ratio : if the local buckling has visible effect on the overall buckling capacity , then this width - to thickness ratio should not be exceeded based on the resul ts obtained , we proposed a new formula for the limitation of the ratio of h / tw of the t - section columns " webs
    根据局部失稳对整体失稳不应该有显著影响的原则,最后得到t形截面压杆腹板的宽厚比限值计算公式。本文对规范修订和工程应用有一定的参考作用。
  • The critical crack and stress put forward provides theoretic foundation for monitoring portal machine . 3 . applying steady theory of board , studying the problem of early curvature , flexibility model , welding remaining stress , elastic transmutation and brace condition and so on , conclude that structure of beam is primary place where metal structure of portal crane lose stabilization and the break of main beam is result of losing partial stabilization of main board
    文章提出的界限应力和临界裂纹对于港口机械的监测提供了理论依据; 3 、运用板的稳定理论,探索了作为薄壁构件的门机金属结构在失稳破坏中所涉及到的初曲率问题、弹性模量问题、焊接残余应力问题、弹塑性变形问题以及支承条件问题等,得出了门机金属结构发生失稳破坏的主要部位为臂架结构,且主臂架的折断是由于受压翼板局部失稳引起整体破坏; 4 、探讨了焊接对结构承载的影响。
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