体积应变的英文

• bulk strain
• cubic strain
• dilatational strain
• volume deformation
• volume strain
• volumetric deformation
• volumetric strain

• "应变"英文翻译    meet an emergency
• "纯体积应变" 英文翻译 :    pure dilatational strain
• "体积应变能" 英文翻译 :    volumetric energy; volumetric strain energy
• "塑性体积应变" 英文翻译 :    plastic volumetric strain
• "体积应力" 英文翻译 :    bulk stress; volume stress; volumetric stress
• "累积应变" 英文翻译 :    accumulated strain; accumulation strain
• "容积应变" 英文翻译 :    cubic strain; volumetric strain
• "容积应变仪" 英文翻译 :    volumetric strain-meter
• "应变计体积描记器" 英文翻译 :    strain gauge plethysmograph
• "累积应力" 英文翻译 :    accumulated stress; cumulative stress
• "容积应力" 英文翻译 :    volume stress; volumetric stress
• "体积" 英文翻译 :    volume; bulk; bulking; bigness; bodiness; size◇体积计 volumeter; volumometer; volumenometer; volumescope; 体积重量 bulkfactor
• "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
• "单位面积应力" 英文翻译 :    unit stress
• "累积应激指数" 英文翻译 :    cumulative stress index
• "应变；应变力" 英文翻译 :    strain
• "应变计，应变规" 英文翻译 :    strain gauge
• "应变计；应变仪" 英文翻译 :    strain gauge
• "应变量；应变数" 英文翻译 :    dependent variable; dependentvariable
• "按体积" 英文翻译 :    by volume; measurement cargo; volume basis
• "坝体积" 英文翻译 :    volume of dam
• "比体积" 英文翻译 :    bulking value; specific volume
• "超体积" 英文翻译 :    hypervolume
• "大体积" 英文翻译 :    bulk mass
• "等体积" 英文翻译 :    isometric

• Pure dilatational strain
  纯体积应变
• Volume strains are produced by the chemical reaction during the pouring and the changes of temperature
  由于化学变化而产生的随龄期和温度变化的体积应变。
• The system equation is nonlinear due to the dependence of permeability on the volume strain of solid phase
  由于渗透率与固体相体积应变相关，系统方程为非线性方程。
• Experimental data show that the permeability of cartilage tissue is related with the volume strain of solid phase , which cannot be ignored
  实验结果表明，关节软骨的渗透率与固体相的体积应变有着密切的关系，不容忽视。
• The numerical results , comparing with those obtained by linear model , show that the nonlinear effect of permeability depending on volume strain of solid phase cannot be ignored as deformation is not too small
  与视渗透率为常数的线性模型的计算结果比较表明，在变形较大时，渗透率随固体相体积应变变化这一非线性效应不容忽视。
• Biphasic porous medium model based on mixture theory can be used to accurately depict the mechanical behavior of articular cartilage , and the permeability of articular cartilage is related to volume strain of solid phase
  摘要基于混合物理论的两相多孔介质模型可以准确描述关节软骨的力学行为，关节软骨的渗透率与固体相体积应变相关。
• Serial and parallel stress - strain relations in saturated soils have been theoretically deduced from un - drained stress - strain relations with a new condition of frame volume deformation equaling to total volume deformation , which were suggested for the first time in this thesis and proved a theoretical method to choose suitable mechanical models
  ( 4 )论证了了土动力学中串联与并联的力学模式是不排水条件下应力-应变关系的两个特例，从应力-应变关系上统一了串联与并联的力学模式，不排水条件下，应力-应变关系有一新的重要的结论是：骨架的体积应变等于总的体积应变。
• Based on biphasic porous medium model of articular cartilage , this thesis regards the solid phase as isotropic linear elastic medium , the fluid phase as ideal fluid , the deformation as small , and the permeability depending on the volume strain of solid phase , and deduce out the finite element method for this nonlinear model
  本文针对关节软骨两相多孔介质模型，视固体相为各向同性线弹性介质，流体相为理想流体，变形为小变形，渗透率与固体相体积应变相关，研究该非线性模型的有限元法。
• Thirdly , a calculation formula of distortion settlement is established by considering soil structure damage and plastic drain board restraining displacement of soft foundation . starting with discussing the main factors affecting settlement of consolidated foundation , a reasonable method to modify the calculated settlement of soft foundation by layer - wise summation method is presented here . with calculable coefficients of volume deformation , lateral displacement and structure damage to modify the settlement will be closed to measurer settlement
  ( )在土体损伤理论的基础上建立了考虑结构损伤、排水板加筋作用的瞬时沉降计算公式，分析了影响土体沉降的主要因素，提出了对按单向分层总和法计算的固结沉降量进行体积应变、侧向位移、土体结构损伤三项修正的方法，以上述三个修正系数取代原来单一的综合经验系数，使沉降计算值与实测值更接近。
• In addition , the comparisons of displacements , velocities , solid effective stresses and pressure , obtained respectively by nonlinear model and linear model , display that the differences of the results become more obvious as the increase of the applied load , which demonstrates that the non - linear dependence of permeability on volume strain of solid phase is important as the deformation is not too small , and therefore cannot be ignored
  此外，将本论文给出的非线性计算模型得到的位移、速度、固体有效应力和压力等与视渗透率为常数的线性模型的结果比较表明，载荷越大，两种模型的计算结果差异越大。而当载荷很小时，两模型的响应相差很小。说明在变形较大时，渗透率与固体相体积应变的依赖性不容忽视。

• 体积应变的日语：たいせきひずみ ようせきひずみ