[力]平面应力

plane trees───n.悬铃树

ease stress───缓解压力

plane strain───[力]平面应变；平面变形

plane tree───n.悬铃树

planer trees───刨花树

plane spotters───飞机观察员

handle stress───处理压力

ancestress───n.女性祖先；女性被继承人

antistress───adj.反应力的

This method has been used in computers for limit analysis of plane stress problems.───这种方法应用于平面应力问题的极限分析已在计算机上实现。

article, a simple method is discussed to confirm the principal stress direction un-den the plane stress condition.───文章给出了一种判断平面应力状态主应力方向的简便方法。

The two cases of plane stress and plane strain will be discussed separately.───平面应力和平面应变这两种情况将分开讨论.

We defined the conditions of the plane stress distribution of thin plates subjected to in - plane forces.───我们定义了承受平面力的薄板平面应力分布条件.

A new generalized conforming isoparametric element is formulated to arbitrary irregular quadrilateral for plane stress analysis.───根据线性边界力状态下的广义协调条件,对任意不规则四边形单元构造出一种广义协调等参元.

The analysis covers plane strain, plane stress and anti - plane strain shear cases.───分析包括了平面应变 、 面应力和出平面应变剪切三种情况.

plane stress conditions the assuned stresses also satisfy the compatibility conditions.───平面应力状态时，此应力场也满足协调方程。

The dynamic disturbance can be simplified as plane stress wave under certain conditions.───在一定条件下,动力扰动可简化为平面应力波.

Define the plane stress D matrix.───定义平面应力D矩阵.

Under these conditions the state of stress is predominantly plane stress.───在这些条件下,应力状态是平面应力占优势.

We may use the plane stress analysis for determining deflections in the midplane of the beam.───我们可以用平面压力的分析方法来确立梁中间面的挠度.

The dynamic disturbance can be simplified as plane stress wave under certain conditions.

We may use the plane stress analysis for determining deflections in the midplane of the beam.

The bending of magneto-electro-elastic cantilever beam with point force at free end treated as plane stress problem is investigated.

The bending of simply supported magnetoelectroelastic beam under uniform load treated as plane stress problem is investigated.

In this paper, an approximate expression for solving plane stress problem of orthotropic material is worked out based upon the procedures of Lecknitzky's work.

In addition, the mechanism of mantle uplift is also discussed and the effect of uplift is considered in plane stress problem.

For the plane stress problem of fixed end orthotropic beams subjected to uniform load, the analytical solutions of stress and displacement were resolved.

The state equation of Pieoelectric beam is deduced directly from a piezoelectric physical equation in terms of a plane stress problem.

We now illustrate the entire procedure in solving a plane stress problem.