初挠度的英文

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"初挠度"怎么读用"初挠度"造句

英文翻译手机版

initial deflection

"初"英文翻译 at the beginning of; in the ...
"挠度"英文翻译 deflection; bending; bend; u ...
"吊杆初挠度" 英文翻译 : initial deflection of derrick
"挠度" 英文翻译 : deflection; bending; bend; under load
"板挠度" 英文翻译 : plate deflection
"臂挠度" 英文翻译 : crank web deflection
"变位；挠度" 英文翻译 : deflection
"侧挠度" 英文翻译 : lateral deflection
"大挠度" 英文翻译 : large deflection
"反挠度" 英文翻译 : allowance for camber; convex curvature
"角挠度" 英文翻译 : angular deflection
"静挠度" 英文翻译 : natural bow; static deformation
"梁挠度" 英文翻译 : beam deflection; sag of beam
"挠度，挠曲" 英文翻译 : deflection
"挠度，偏角" 英文翻译 : deflection
"挠度；变位" 英文翻译 : deflection
"挠度表" 英文翻译 : deflectometer
"挠度法" 英文翻译 : deflection method; flexibility method; method of deflection
"挠度计" 英文翻译 : deflection gage; deflection indicator; deflection meter; deflectometer; deflectometre; deflectoscope; fleximeter; flexometer
"挠度线" 英文翻译 : deflection line
"挠度仪" 英文翻译 : flexural meter; flexure meter
"上挠度" 英文翻译 : height of camber
"视挠度" 英文翻译 : apparent-deflection
"线挠度" 英文翻译 : linear flexibility
"小挠度" 英文翻译 : small deflection

例句与用法

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。