1) plane stress element
平面应力单元
1.
The geometrical non-linearity analysis for plane beam with quadrilateral plane stress element;
用四边形平面应力单元进行平面梁的几何非线性分析
2.
In order to solve the complexity of finit element method(FEM),embarking from the plane stress element in the elastic mechanics,infinite element method and finite element method were unioned,an equivalent plane truss model was proposed.
针对有限元分析的复杂性,从弹性力学平面应力单元出发,结合无限小单元法和有限单元法,提出了等效平面桁架模型。
2) Average value of elemental stress
单元平均应力
3) Unit stress level
单元体应力水平
4) stress level of element
单元应力水平
1.
Through modifying the Balanjin theory,the stress level of elements was measured by the ratio of ultimate uniaxial tension to compression stresses and the principal stresses of elements.
通过对巴兰金强度理论的修正,用单轴拉压极限应力比和单元主应力衡量单元应力水平,建立了一种基于修正巴兰金理论的渐进结构优化方法。
5) bar-plate structure
平面应力元件
6) plane elements
平面单元
1.
Analytical trial function method for plane elements based on quadrilateral area coordinate theory;
基于四边形面积坐标的平面单元解析试函数法
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。
参考词条