有限应变的英文

• finite strain

• "有限"英文翻译    limited; restricted; finite; ...
• "应变"英文翻译    meet an emergency
• "有限应变量" 英文翻译 :    limited dependent variables
• "有限应变轴" 英文翻译 :    finite strain axis
• "二维有限应变" 英文翻译 :    two-dimensional finite strain
• "有限应变轨迹" 英文翻译 :    finite-strain trajectory
• "有限应变理论" 英文翻译 :    finite-strain theory
• "有限应变张量" 英文翻译 :    finite-strain tensor
• "视有限应变线理" 英文翻译 :    apparent finitestrain lineation
• "超限应变" 英文翻译 :    supertension
• "极限应变" 英文翻译 :    ultimate strain
• "弹性极限应变" 英文翻译 :    elastic limit strain
• "应变" 英文翻译 :    1.(应付突然发生的事情) meet an emergency 随机应变 adjust to changing circumstances; act according to circumstances; 有应变之才 rise to the emergency; 教他们如何应变 teach them how to act in emergency2.[物理学] strain; 应变措施 emergency measure; 应变计 strain gauge; strainometer; strainmeter; extensometer
• "stress极限应力" 英文翻译 :    stress ultimate
• "安全限应力" 英文翻译 :    proof stress
• "侧限应力" 英文翻译 :    confining stress
• "超限应力" 英文翻译 :    overstressing; overstretching; overtension
• "对极限应力" 英文翻译 :    static head in setting safety valves effect of on limiting stresses
• "极限应力" 英文翻译 :    critical stress; limit stress; limiting stress; stre limit; stress limit; threshold stress; ultimate strength; ultimate stress
• "极限应力圆" 英文翻译 :    limiting stress circle
• "界限应力" 英文翻译 :    threshold stress
• "局限应力" 英文翻译 :    confining stress
• "围限应力" 英文翻译 :    lithostatic stress
• "下限应力" 英文翻译 :    minimum stress limit
• "逾限应力" 英文翻译 :    overhead stressing; supertension

• We will not be concerned with the development of a general theory of finite elasticity .
  我们不去关心有限应变弹性学的一般理论的导出。
• Matrix formulation of eulerian governing equations of finite strain consolidation theory
  欧拉描述的有限应变固结控制方程之矩阵表述
• Based on the consolidation mechanism analysis of the warping clay under osmotic pressure , a finite strain osmotic pressure consolidation equation , of which the excess pore - pressure or void ratio was selected as dependent variable , was derived
  首先，通过分析渗压作用下的淤填粘土的固结机理，推导出以超孔隙水压力，孔隙比为控制变量的有限应变渗压固结微分方程。
• So it is impossible for enstatite to decompose to oxides between 50 to 140gpa . ( 5 ) the bulk modulus k0s and its first derivative of pressure k0s " were calculated from the experimental hugoniot data , by using eularian limit strain theory
  3 ）根据本文顽火辉石hugoniot实验数据（结合前人的实验数据l用欧拉有限应变理论计算得到的顽火辉石零压炸弹性模量及其对压力的一阶导数为： k叮一266gpa ， k ； ，二4
• A model test was designed to simulate the consolidation process of warping soil , the validity of theoretical equation and the solution methods presented in this study . actual measurements for excess pore - pressure , void ratio and settlement - time curves all showed good agreement with the corresponding computed values
  将理论计算的超孔隙水压力、孔隙比、沉降-时间曲线和根据实测数据计算的这些量进行比较分析，说明文中建立的渗压作用下的有限应变固结理论模型及求解方法的合理性。
• On the great deal of detailed geological mapping resource , this thesis has in - depthly studied the tectonic geometry , kinetics , dynamics and the meaning in the development of the crust of this region by means of structure resolution , macrostructral and microstructural observation , finite strain measurement
  论文以大量翔实的野外资料为依据，通过构造解析、宏微观构造观察、有限应变测量等方法对该区构造的几何学、运动学、动力学以及其在陆壳演化中的意义进行了较深入的探讨。
• The osmotic pressure test was developed to determine the unknown , finite strain consolidation coefficient and convection coefficient in the mathematical model . the two coefficients both varied with effective stress and depth and were functions of initial void ratio , compressibility , permeability and permeability derivative along depth . a precise time step integration method was proposed to solve the finite strain osmotic consolidation equation with varied coefficients
  设计渗压固结试验确定理论模型中的待定系数有限应变固结系数和有限应变固结对流项系数，这两个系数均为随有效应力和土层深度变化的量，并且体现软土初始孔隙比，压缩性、渗透性及其沿深度变化等因素的综合影响。