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板的挠度的英文

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"板的挠度"怎么读用"板的挠度"造句

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  • deflection of plate

例句与用法

  • Deflection of plate
    板的挠度
  • At last , the rigid modulus of elastic supports can be educed according to the deform numerical value of rigid plates which is measured in practice
    最后,通过工程实际已测板的挠度,运用所编的程序,反算出刚性板板边弹性支撑的刚度系数。
  • Two matlab programs are provided to get the numerical results . calculating examples are presented to illustrate the important role of viscosity of foundation in limiting the development of deflection
    并编制计算程序,求出数值解;对比弹性和粘弹性地基上矩形板的挠度解,指出地基粘性效应限制地基冲击挠度的发展。
  • In the analysis of the elastic local buckling strength of the stiffener ' s web , the elastic critical stress is analytically derived by solving the characteristic value problem involving the governing differential equation under the corresponding loading and boundary conditions
    对于加筋板中加强筋腹板的局部屈曲,则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。
  • 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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