1) rigid inclusion
刚性夹杂
1.
The shape optimization of a rigid inclusion in an elastic plane under concentrated loads is considered.
当夹杂的弹性模量比基体的弹性模量大得多时,可将其看成刚性夹杂。
2) rigid line inclusions
刚性线夹杂
1.
Composite materials with doubly periodic rigid line inclusions under antiplane shear in an infinite medium are discussed.
研究无限介质中含双周期刚性线夹杂复合材料的反平面问题,其基本胞元含有四条不同长度的刚性线夹杂。
2.
The antiplane problems of collinear rigid line inclusions between dissimilar anisotropic materials are studied.
研究两种各向异性材料焊接界面含共线刚性线夹杂的反平面问题 ,导出了一般问题的公式和几个典型问题的封闭形式解 ,求出了刚性线尖端的应力分布 。
3) rigid line inclusion
刚性线夹杂
1.
The antiplane problem of circular arc rigid line inclusions under antiplane concentrated force and longitudinal shear loading was dealt with.
研究了在反平面集中力和无穷远纵向剪切作用下,不同弹性材料圆形界面上有多条刚性线夹杂的问题· 运用Riemann＿Schwarz解析延拓技术与复势函数奇性主部分析方法,首次获得了该问题的一般解答,求出了几种典型情况的封闭解,并给出了刚性线夹杂尖端的应力场分布· 结果表明,在反平面加载的情况下圆形界面刚性线夹杂尖端应力具有平方根奇异性,无奇异性应力振荡;应力场与刚性线夹杂的形状,加载方式和材料性质有关· 退化结果与已有的解答完全吻合·
2.
In this paper, the interaction problem of a rigid line inclusion and an elasticcircular inclusion has beed reduced to solve a normal Cauchy-type singular integral eduation.
本文将刚性线夹杂与弹性圆夹杂的相互作用，归为解一个标准的柯西型奇异积分方程，获得了刚性夹杂端点的应力强度因子及夹杂的界面应力。
3.
Longitndinal shear problems of collinear rigid line inclusions(sometimes called hard crack or inverse crack problems)in anisotropic materials are dealt with.
本文研究各向异性材料中共线刚性线夹杂，（有时称作“硬裂纹”或“反裂纹”问题）的纵向剪切问题。
4) multiple elliptical rigid inclusion
椭圆形刚性夹杂
1.
A model of composite materials consisting of a continuous matrix with multiple elliptical rigid inclusions was considered.
对于硬夹杂与软基体的复合材料 ,考虑夹杂间的相互影响 ,采用坐标变换和复变函数的依次保角映射方法 ,构造任意分布且相互影响的多个椭圆形刚性夹杂模型的复应力函数 ,同时满足各个夹杂的边界条件 ,利用围线积分将求解方程组化为线性代数方程组 ,推导出了在无穷远作用均匀拉应力 ,椭圆形刚性夹杂任意分布的界面应力表达式。
5) circular rigid inclusions
圆形刚性夹杂
1.
According to the principle of interaction among the inclusions in the composite micro mechanics, complex stress functions that reflect the interaction of multiple circular rigid inclusions randomly distributed in the isotropic martix are constructed by the means of coordinate transformation, then boundary condition of every inclusion is satisfied.
构造任意分布且相互影响的多个圆形刚性夹杂模型的复应力函数 ,采用复变函数方法 ,达到满足各个夹杂的边界条件 ,利用坐标变换和围线积分将求解方程组化为线性代数方程组 ,推导出了圆形刚性夹杂任意分布的界面应力解析表达式 ,算例对多夹杂与单夹杂两种模型的界面应力最大值进行了对比 ,同时还给出了界面应力最大值随夹杂间距的变化规律 ,求出了刚性夹杂的合理间距。
2.
Accordung to the important principle of interatction among the inclusions in the composite micro-mechanics, complex stress functions which reflect the interaction of doubly periodical circular rigid inclusions distributed in the iso tropic matrix, were constructed by the means of coordinate transformation.
研究含双周期分布的圆形刚性夹杂在无穷远受纵向剪切的弹性平面问题,遵循复合材料中各夹杂相互影响的重要条件,采用复变函数方法,构造相应模型的复应力函数,通过坐标变换,同时满足夹杂边界位移条件,再利用围线积分将求解方程组化为线性代数方程组,导出了圆形刚性夹杂双周期分布的界面应力解析表达式,算例给出了界面应力最大值与夹杂间距的变化规律,求出了刚性夹杂的合理间距问题。
6) movable rigid cylindrical inclusion
可移动刚性夹杂
1.
Scattering of SH-wave by a semi-cylindrical hill above a subsurface removable rigid cylindrical inclusion in half-space was studied based on"conjunction".
将整个求解区域分割为两部分,在其中分别构造位移解,通过移动坐标,在“公共边界”上实施“契合”,并同时满足地下可移动刚性夹杂的边界条件,从而建立起求解该问题的无穷代数方程组。
补充资料：GCr15钢中的大型非金属夹杂物(铝酸盐)×500
GCr15钢中的大型非金属夹杂物(铝酸盐)×500
GCrl5钢中的大型非金属夹杂物(铝酸盐) ×500
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条