塑性体的英文

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"塑性体"怎么读用"塑性体"造句

英文翻译手机版

plastic body
plastomer

"塑性"英文翻译 ductility; plasticity; briqu ...
"体"英文翻译 body; part of the body
"宾汉塑性体" 英文翻译 : bingham plastic body
"弹-粘塑性体" 英文翻译 : elastic-viscoplastic body
"弹塑性体" 英文翻译 : elastic plastic body; elastic plastic material; elastico-plastic body; elastoplastic body
"弹塑性体系" 英文翻译 : elastoplastic system
"刚塑性体" 英文翻译 : rigid-plastic material
"假塑性体" 英文翻译 : pseudoplastics; pseudoplasties
"理想塑性体" 英文翻译 : ideal plastic body; perfectly plastic body
"铃弹塑性体" 英文翻译 : hydro elasto plastic body
"热成塑性体" 英文翻译 : thermoplastics
"韧塑性体" 英文翻译 : fibroplast
"软塑性体" 英文翻译 : molliplast
"完全塑性体" 英文翻译 : perfectly plastic body; perfectly plastic solid; perfectlyplasticbody
"假塑性体；假塑性的" 英文翻译 : pseudoplastic
"非均质塑性体" 英文翻译 : non-homogeneous plastic body
"理想弹塑性体" 英文翻译 : elastic-perfectly plastic body
"理想刚塑性体" 英文翻译 : rigid-perfectly plastic body
"流体弹塑性体" 英文翻译 : hydro-elastoplastic medium
"热塑性弹性体" 英文翻译 : thermoelastomer; tpe thermoplastic elastomer rubber
"塑性体动力学" 英文翻译 : plasticodynamics
"塑性体积应变" 英文翻译 : plastic volumetric strain
"塑性体静力学" 英文翻译 : plasticostatics
"完全弹塑性体" 英文翻译 : elastic-perfectly plastic body; perfect elasto plastic body
"完全刚塑性体" 英文翻译 : rigid-perfectly plastic body

例句与用法

Hydro elasto plastic body
铃弹塑性体
Bingham plastic body
宾汉塑性体
Elastic plastic body
弹塑性体
Ideal plastic body
理想塑性体
The main study object of the paper is channel steel whose finite element models are founded in ansys the material is assumed as elastic - plastic body
0本文以槽钢为主要研究对象，假定材料为理想弹塑性体，在ansys中建立其有限元模型。
The forging process of steering bar was simulated by using this algorithm , much informations about steering joint forging process were in good accordance with the experiments
将模具处理成刚体，转向节坯料看作弹塑性体，探索了转向节在锻造成形过程中材料的流动规律。
The model can be used to satruated structural k0 normally consolidated clay . we can describe initial anisotropy ( k0 - consolidation ) by hardening differently , describe the structure of saturated structural k0 - consolidated loess , and describe the dilatancy . we can describe the main mechanical behaviours of saturated structural k0 - consolidated loess well by the model
本文模型能较好地适用于初始状态为k _ 0固结状态的正常固结或弱超固结饱和结构性土，描述了初始应力各向异性(如k _ 0固结)的不等向塑性体变硬化，描述了饱和结构性k _ 0固结黄土的结构性，描述了剪缩性。
The rule of settlement and pore stress is educed too . then it is compared with the case which is found in site . finally , the paper studies the computing method of pile to soil stress ratio of rigid pile composite foundation with cuhion , and these conditions are thought that the top of pile pierce into cushion and the bottom of pile pierce into underlayer . lt is assumed that the cushion is ideal elastic mass and ideal elastic - plastic mass , then the formula is developed and all parameters " effects to stress ratio of pile to soil are discussed
最后，推导出了带垫层的刚性桩复合地基桩土应力比的计算公式，这个公式将垫层分为弹性体和理想弹塑性体两种情况分别进行推导，考虑刚性桩刺入垫层和下卧层的情况，并对公式进行了分析，得出了在刚性桩复合地基中桩土应力比随着垫层模量和桩模量的增大而增大，但都有一极限值，随桩间土模量的增大而减小，也有一极限值。