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complex potential meaning in Chinese

复电位
复合电位
复合势
复势
复位势

Examples

  1. The thermoelastic problem of a point heat source outside an elliptical inhomogeneity is studied , with the complex potentials being obtained
    求解了椭圆夹杂基体中的点热源效应,获得了热弹性场的复势解答。
  2. The fundamental solutions for an infinite plate with an elliptical inclusion under uniaxial tensile stress are given by using the muskhelishvili " complex potentials and progression method
    运用muskhelishvili复势理论,采用级数法得到了单向拉伸状态下,含有椭圆夹杂的均匀无限大平板的基本解。
  3. With the aid of the obtained fundamental solutions and the continuity conditions of stress and displacement on material interface , complex potentials solutions for an bi - material infinite plate with an elliptical inclusion under pulling stress are given
    根据界面上应力和位移的连续条件,得到了单向拉伸状态下,含有椭圆夹杂的无限大双材料组合板的复势解。
  4. For special example , the closed form solutions for complex potentials in matrix and inhmogeneity regions are derived explicitly when interface containing single crack or rigid line , and the appropriate expressions of the electro - elastic field intensity factors at the tip of crack or rigid line are examined
    作为特例,求出了界面含一条裂纹或刚性线夹杂时基体和夹杂区域复势的封闭形式解;同时计算了界面裂纹和刚性线尖端应力和电位移场强度因子。
  5. Using the complex potential method in the plane theory of elasticity of an anisotropic body , a series solution to the stress field of a finite plate containing multiple cracks subjected to arbitrary loads is obtained by means of the faber series expansion , and the stress intensity factors at the crack tips are calculated based on the theories of fracture mechanics . equivalence yield stress is introduced in order to consider the effects of the plastic zones , with which the strip yield criteria is developed in the article so that the effects of structural size and the crack interactions on the stress distribution can be considered accurately . the effects of plate size , crack size and crack distributions on the stress intensity factors as well as the residual strength of the plate are studied detailedly
    采用各向异性体平面弹性理论中的复势方法,以faber级数为工具,得到了含多裂纹有限大板在任意载荷作用下应力场的级数解,并应用断裂力学方法确定裂纹尖端的应力强度因子;引入当量屈服应力考虑裂尖塑性区的影响,提出基于带屈服准则的剩余强度分析模型,能够充分考虑结构尺寸和裂纹之间相互作用对应力场的影响;通过数值计算详细讨论了结构尺寸和裂纹之间位置关系对应力强度因子和结构剩余强度的影响规律,得到了一系列对工程应用具有实用价值的结论。
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