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1)  stress component
应力分量
1.
Matrix solution of coordinate transformation of stress component;
应力分量坐标变换的矩阵解法
2.
The finite element unit calculation of box section at the anchored area of steel cables for actual cable-stayed bridges has been analyzed,with the spatial,solid unit,and draw in the components of stresses in segments of box girders,it indicated the danger zone of all stress components,to provide a reliable basis for the design and construction of actual bridges.
采用空间实体单元对实际的斜拉桥拉索锚区箱梁段进行了有限元计算,绘出了箱梁段中各应力分量,分析了各应力分量的危险区域,为实际桥梁的设计与施工提供了可靠的依据。
3.
It is proved that stress component of skew section about three dimensional stress state is corresponding to shaded parts of three dimensional stress circle,and the method of drawing stress component of three dimensional stress state skew section with graphic method is researched.
证明了三向应力状态斜截面上应力分量与三向应力圆阴影部分相对应,研究了用图解法画出三向应力状态斜截面上应力分量的方法。
2)  stress components
应力分量
1.
Expression of the stress components on the intermediate layer of cylindrical thin shells with circular holes under axial compressive loads;
开孔薄壁圆筒在轴向压缩载荷下中间层的应力分量表达式
2.
The stress components in different planes are generally different both in directions and magnitude.
该方程和应力椭球方程共同构成了所有应力分量的描述方程。
3)  stress component method
应力分量法
1.
The selection of a suitable stress method to easily and quickly solve a plane problem in elasticity is expounded through comparing the stress function method with the stress component method.
通过对应力函数法与应力分量法的比较,论述了按应力求解弹性力学平面问题时,如何选择合适的解法,以取得难度小、求解快的效果;并讨论了应力分量法的局限性。
4)  stress difference component
应力差分量
5)  stress deviator resolution
应力偏量分解
6)  horizontal in-situ stress component
水平地应力分量
补充资料:轧辊残余应力(见轧辊应力)


轧辊残余应力(见轧辊应力)
residual stresses in roll

zhagun eanyu yingli轧辊残余应力(residual stresses in roll)见礼辐应力。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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