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By means of finite element method, we analyze the stress distributing and fatigue state of tube mill hollow shaft of some factory applied self-produce FE soft ANSYS, provide the bases for estimating working circumstance of tube mill of running state.

利用有限元分析方法,应用自制的有限元软件ANSYS程序,对某厂管磨机出料中空轴的应力分布及疲劳状态进行分析研究,从而为判断运行状态中管磨机的工况提供依据。

Finally, the difference between hydrostatic and uniaxial stress is analyzed according to the experiment results.

最后,本文根据实验结果分析了静水和单轴应力的不同。

For today's technology, uniaxial–process induced stress is used to improve device performance.

目前,利用由制程所造成的单轴应力来改善元件效能已经被广泛地使用。

A relation of equivalent uniaxial stress strain of concrete in plane strain is derived.

推导了平面应变状态下的等效单轴应力应变关系。

But it is difficult to make certain proper reference state in the uniaxial tensile test ,and there has not been an acceptable formula to express its stress-strain relationship.

在对SIS的单轴拉伸测试中,很难确定合适的参考状态,也没有一个被广泛认可的公式来表达其应力应变关系。

Our simulation results show that the hole mobility enhancement can be obtained with uniaxial compressive strain.

而模拟结果显示,外加单轴压缩应力时,会对电洞的迁移率有所提升。

At present, most experiments and theory studies in this field no matter domestic or overseas are focused on uniaxial stress condition.

目前,国内外关于这方面的试验及理论研究,都是针对混凝土单轴应力状态而展开的,并且资。。。

Finite element ; Universal coupling stress ; Deformation

有限元;万向接轴;应力;变形

So in this paper a new damage variable was defined, then, Based on damage theory and Weibull distribution damage evolution rule, a simplified ameristic damage constitutive equation was established for concrete under uniaxial compression.

为了用简单的方程将上升段和下降段连接起来,本文以峰值割线模量为基准,定义了一种新的损伤变量;并以经典损伤理论模型为基础,根据混凝土损伤演化规律的概率密度服从Weibull分布,提出了一个统一的方程来描述混凝土单轴压缩时应力应变关系的全过程。

It is indicated that loosely compacted soil is of strain-softening behaviour under undrained conditions, accompanied with a rapid increase in excess pore water pressure. In anisotropically consolidated constant shear stress tests, a very small axial strain was required to induce the failure and the excess pore water pressure increased quickly at failure.

研究表明:松散填土在不排水条件下具有应变软化的特性,软化过程中伴随着孔隙水压力的迅速上升,有较高的液化势;在常剪应力排水剪条件下,具有破坏前轴向应变小、破坏时间短,破坏过程中孔隙水压力迅速上升。

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在美国,慢性酒精中毒,肝炎是最常见的。

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