应变速率效应的英文

• effect of rate of strain

• "应变"英文翻译    meet an emergency
• "速率"英文翻译    speed; rate; tempo
• "效应"英文翻译    effect; action; influence
• "应变速率温度效应" 英文翻译 :    strain rate-temperature effects
• "应变率效应" 英文翻译 :    strain rate effect
• "速率效应" 英文翻译 :    rate effect
• "切应变速率" 英文翻译 :    shear rate
• "应变速率" 英文翻译 :    rate of strain; strain rate; strainrate
• "应变速率场" 英文翻译 :    rate of strain field
• "剪切应变速率" 英文翻译 :    shear strain rate
• "蠕变应变速率" 英文翻译 :    creep strain rate
• "应变速率关系" 英文翻译 :    strain rate dependence
• "应变速率张量" 英文翻译 :    rate of strain te or; rate of strain tensor
• "切变速率 切应变速率 剪切程度" 英文翻译 :    shearrate
• "控制机构的速率效应" 英文翻译 :    rate effect of the control
• "慢应变速率试验" 英文翻译 :    corrosion of metals and alloys-stress corrosion testing : slow strain rate testing
• "等应变速率固结试试验" 英文翻译 :    consolidation test under constant rate of strain
• "等应变速率固结试验" 英文翻译 :    equivalent lumped parameter method
• "抗剪强度剪切应变速率" 英文翻译 :    shear strain rate
• "应变速率敏感性指数" 英文翻译 :    strain rate sensitivity index
• "感应率效应" 英文翻译 :    effect of inductivity
• "剂量率效应" 英文翻译 :    dose rate effect
• "利率效应" 英文翻译 :    interest rate effect
• "频率效应" 英文翻译 :    frequency effect
• "曲率效应" 英文翻译 :    curvature effect; effect of curvature

• The effect of strain rate on mechanical properties of steel in hydrogen
  在氢环境中钢的应变速率效应
• The research indicate that the structured soft clay has below several characteristic , the viscous strain is produced during the stage of primary consolidation and of second consolidation , and in the prophase , the relation of stress - strain - strain rate is unique , so the form of constitutive model , such as , f ( v ' , e ) = 0 , f ( ' v , e , t ) = 0 , ca n ' t describe strain behavior of soil skeleton rationally ; the time - dependent properties involve three aspects , in addition the time - dependent strain , apparent preconsolidation pressures that depend on strain rate , and the effect of creep compression on apparent preconsolidation pressures ; because of holding structural strength , the mechanics characteristic is determined by the magnitude of stress , and the compression curve is composed of several sections . by combining structural yield stress and it ' s characteristics with the improved time line model , a new one - dimensional elastic visco - plastic consolidation model is established
  研究结果表明，结构性土的固结过程具有以下特性：主固结和次固结阶段都包含有因土骨架的粘滞性移动而产生的变形，而且在正常固结阶段，存在应力?应变?应变速率的唯一性， f ( _ v ， e ) = 0 、 f ( _ v ， e ， t ) = 0形式的本构关系不足以描述土骨架的变形行为；固结压缩过程中的时间效应包括三个方面的内容，除了应力应变关系与时间相关外，还包括粘滞性变形引起表观前期固结压力增加和屈服应力的应变速率效应；软土的结构性使其力学特性与应力水平相关，压缩曲线具有分段性。