elastic module meaning in Chinese
弹性系数
Examples
- Taking the contact stress , bend stress stiffness and temperature stress as the condition , taking the weight of the kiln tyre as optimization aim function , the redia and the width of the tyre are optimized general optimize methods just consider the affecting of the parameters to aim function , but in fact , structural parameters ( such as structure dimension , interval and so on ) , physics and dynamics ( damp factor , conduct factor , friction factor material ' s elastic module strength limits and so on ) , which would be changed after used . the difference are called discrepancy robust design ' s basic concept is : all design parameters " discrepancy will affect the aim funct ion and arouse the quality target discrepancy
一般的优化方法，仅仅考虑了参数对其目标函数的影响，而实际情况下有些参数是变化的，产品的结构参数（如几何尺寸、间隙等） 、物理和力学参数如阻尼系数、传导系数、磨擦系数、材料的弹性模量和强度极限等的设计值与制造后和使用中的实际值会有差异，这种差异称为设计变量和噪声因素的变差。 - In the paper , not only such factors as reinforcing steel bar , various placing temperature of concrete in case of lift placements , lift thickness , time interval between lifts , the variation of elastic modules of concrete , heat of hydration , the temperature changes of environment but the effect of creep deformation and autogenous volume change on the temperature field and thermal stress field of reinforced concrete face - slab are considered
本论文在分析中，考虑了钢筋、混凝土分层浇筑、入仓温度、浇筑层厚、施工间歇、混凝土弹性模量变化、水化热发散规律、外界气温等因素的变化及混凝土徐变和自生体积变形等因素对面板温度场和温度应力的影响。 - Viewing solely from their performance , mdf , dsp , rpc all enjoy a high compressive strength . their flexural strength , fracture toughness and elastic module have broken the limit of traditional cement based materials . all these materials have acquired the features of high toughness material
从材料性能审视,无宏观缺陷水泥基材料、均布超细颗粒致密体系、活性粉末混凝土等的抗压强度都非常之高,其抗拉强度、断裂韧性和弹性模量也突破了传统水泥基材料的限度,这些材料具备了高强韧性材料的特征。 - And different methods will end with different thickness of overlay . and with reference to the actual conditions of shannxi , using ga to backcalculate the present elastic module , then using elastic layer system to calculate the thickness of overlays , is thought to be the most suitable design procedure
通过分析对比，本文认为，比较理想的补强设计方法是通过遗传算法对旧路面各结构层模量进行反演，并通过多层弹性(或粘弹性)层状体系方法对加铺层厚度进行设计。 - Theoretical research based on the quasi - static test such as theoretical analysis in nonlinear finite element method , programs to shape function of isoparametric element of hexahedron with eight nodes and to stiff matrix of elements , application of resilience model in degeneration equation of elastic module of concrete goes along
在试验基础上进行了理论研究，用非线性有限元方法分析框架，编写了六面体八节点等参元形函数、单元刚度矩阵等部分程序，将恢复力模型应用到混凝土弹性模量退化方程中。