变化应力的英文

• fluctuating stress

• "变化"英文翻译    change; variety; transformat ...
• "应力"英文翻译    stress; strain; tension; cha ...
• "线性变化应力场" 英文翻译 :    linearly varying stress field
• "stress活化应力" 英文翻译 :    stress activating
• "活化应力" 英文翻译 :    activation stress
• "简化应力" 英文翻译 :    reduced stress
• "软化应力" 英文翻译 :    yield stress
• "液化应力比" 英文翻译 :    stress ratio of liquefaction
• "硬化应力" 英文翻译 :    cure stress; hardening stress
• "约化应力" 英文翻译 :    reduced stress
• "表层硬化应力" 英文翻译 :    casehardening stress
• "加工硬化应力" 英文翻译 :    work hardening stress
• "应力变化" 英文翻译 :    alternation of stress; stress fluctuation; stress variation; variation of stresses
• "土的动力性质液化应力比" 英文翻译 :    stress ratio of liquefaction
• "弹振应力变化" 英文翻译 :    springing stress variation
• "温度应力变化" 英文翻译 :    variation in temperature stresses
• "应力变化范围" 英文翻译 :    stress range
• "应力变化幅度" 英文翻译 :    stress variation amplitude
• "应力变化历程" 英文翻译 :    stress history
• "应力周期变化" 英文翻译 :    cyclic variation of stresses; stress cycling
• "应力的循环变化" 英文翻译 :    cyclic variation of stress; cyclical variation of stress
• "应力状态的变化" 英文翻译 :    change of stress state; changeofstre tate
• "等截面梁内应力变化" 英文翻译 :    stress variations throughout a prismatic beam
• "复杂应力随时间的变化" 英文翻译 :    complex stress history
• "流变应力的不可逆变化" 英文翻译 :    irreversible change of flow stress

• For instance , numerical simulations show that in discrete models made of interacting blocks carrying a continuous scalar stress variable , the average stress is about two thirds of the stress threshold for rupture
  例如，数字化模拟显示，由相互作用的承载着连续梯度变化应力的地块构成的离散模型中，平均应力大约为导致破裂应力极限的三分之二。
• On the basis of the important research project of the ministry of communications - the prevent and study of slope disaster in the project of beijing - zhuhai highway , the thesis developed the structure ' s design theory . in order to design more reasonable , the thesis propose the cohesion shear stress is unequal distribute at the anchorage zone . and it can be divided into two parts , the front function is uniform and the behind is exponential
  为了合理的进行工程设计，本文按弹塑性理论对预应力锚索锚固段的黏结剪应力进行了分析，将锚固段划分为塑性变形区段和弹性受力区段两部分，认为锚固段黏结剪应力为非均匀分布，前段剪应力为均匀折减应力，后段剪应力为寸旨数变化应力，由此提出了相应的锚固段长度计算公式。

• 变化应力的日语：へんどうおうりょく