plane strain信息详情
[力]平面应变;平面变形
strain───n.(Strain)人名;(英)斯特兰;n.张力;拉紧;负担;扭伤;血缘;vi.拉紧;尽力;n.(植物、动物的)品种;种类;vt.拉紧;滥用;滤去;竭力
plane───vt.刨平;用刨子刨;掠过水面;n.飞机;平面;程度,水平;n.(Plane)人名;(塞、瑞典、法)普拉内;vi.刨;乘飞机旅行;翱翔;adj.平的;平面的
hag strain───和应变
fearful strain───可怕的紧张
groin strain───腹股沟拉伤
andromeda strain───安德罗美达菌株(书名)
virus strain───病毒株
strain to───拉紧
gluttony strain───暴饮暴食
The analysis covers plane strain, plane stress and anti-plane strain shear cases.───分析包括了平面应变、平面应力和出平面应变剪切三种情况。
Failure processes of sheet metals are modeled under plane strain tension.───平面应变拉伸的情况下仿造了板形的失效过程。
new result here explains the difference between the cases of plane strain and plane stress.───新的结果还解释了平面应力和平面应变问题的区别。
The relationship between principal stresses in the plane strain state is the stress-strain relationship of soil with a certain strain path.───平面应变条件下土体中主应力之间的关系,其实质是特定应变路径条件下土的应力–应变关系,为土的一个重要力学特性。
to the average value of ? ? may be assumed to lie between the aforementioned relations for uniform plane stress and uniform plane strain.───而?潞往闷骄?值的关系式可以认为处于上述的均匀平面应力和均匀平面应变的两个关系式之间。
The salt formation is regarded as Maxwell model, and a viscous elastic mechanical model for plane strain features is established.───将盐层作为马克斯威尔体,建立了平面应变问题的粘弹性体力学模型。
The equivalent engineering moduli are given for the cases of two dimensional plane stress and plane strain.───对于二维平面应力和平面应变状态,给出了等效工程弹性系数。
In this paper, the rupture characteristics of the overlaying soil with soft interlayer were studied by plane-strain finite element method.───采用平面应变有限元法,研究了地震断层错动时有软夹层的基岩上覆土层的破裂特征。
Casing, cement and formation plane strain mechanical model are established, considering casing with initial ovality .───针对套管的不同初始椭圆度建立了套管、水泥环、地层平面应变力学模型。
This paper introduces a new way for defining the maximum principal strain direction in plane strain condition.
The general solution for plane strain problems in decagonal quasicrystals accounting for thermal effect is derived.
A new analytical method by iterative solution is put forward and the effectiveness of the PFEM for plane strain is proved by the iterative solution method.
In the case of general anisotropy it is coupled with the ordinary plane strain problem.
Furthermore, from the analytical results indicate that the shear band mode of discontinuous bifurcation is essentially identical with slip line in the plane strain condition.
Study of tests for measuring lateral strain localization of undisturbed clay in the condition of plane strain compression was rarely reported at home and abroad.
Elastoviscoplastic properties, especially viscous properties of water-saturated or air-dried sands, were investigated based on the results of a series of plane strain compression (PSC) tests.
The effects of friction on metallic rheology and mechanical parameters during plane strain compression were studied.
It is found that lateral deformation exists, which implies the condition of plane strain does not fulfill.
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