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纵向弯曲的英文

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"纵向弯曲"怎么读用"纵向弯曲"造句

英文翻译手机手机版

  • ausknicken
  • buckling
  • collapse
  • kinking
  • lateral flexure
  • longitudinal bending
  • longitudinal bowing

例句与用法

  • Reduced buckling length
    折合纵向弯曲长度
  • However , there is shear lag effect in thin - walled box girder when thin - walled box girder is bent in the longitudinal direction
    然而,箱形薄壁梁在纵向弯曲时,存在剪力滞效应。
  • The compact fiber core layer make the sections very tough and firm , the lengthways bend intensity and compact intensity is higher than common rolled steel
    致密的纤维芯层使得型材非常坚韧牢固,其纵向弯曲强和冲击强度的绝对值已高于普通钢材。
  • In conventional design methods , the interactions between superstructures and foundations are not considered , and the constraint of superstructure towards foundations ( i . e . the contribution of the rigidity of superstructure ) are neglected , which lead to over - large bending moments and buckling of foundations and conservative foundation design
    常规设计方法没有考虑上部结构与地基基础的共同作用,忽略上部结构对基础的约束(即上部结构刚度的贡献)作用,计算结果导致基础弯矩和纵向弯曲过大,基础设计偏于保守。
  • In the hogging condition , double bottom and the side shell remain the ultimate bucking strength , deck and upperwing tank remain the yield stress , and the other parts keep elasticity . then the key to calculate the ultimate strength of ship hull girders is to ascertain the ultimate bucking strength of the stiffened panels . in this regard , the developed formulation is designed to be more sophisticated than previous simplified theoretical method for calculating the ultimate strength of stiffened panels under combined in - plane bending and lateral pressure . fabricatio n - related initial imperfections ( initial deflections and residual stresses ) are included in the panel ultimate strength calculation as parameters of influence . all possible collapse modes involed in collapse of stiffened panels , including overall buckling collapse , column or beam - column type collapse , tripping of stiffeners and local bukling of stiffened web are considered
    确定了船体梁整体破坏时的剖面应力分布之后,关键在于确定板架的极限屈曲强度。本文充分考虑了在纵向弯曲、横向压力作用下加筋板可能发生的几种破坏模式,即板架的整体屈曲破坏、梁柱形式的破坏、筋的侧倾、腹板的屈曲并同时考虑了初始焊接残余应力、初挠度的影响,使其更精确的计算加筋板的屈曲强度。对于加筋板中加强筋腹板的局部屈曲,采用解析法推导出筋的腹板的挠度方程及其边界条件,求解相应的方程,从而计算出腹板的局部屈曲应力。
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