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After introducing the generalized strain energy function with fractional order, the constitutive equation of biological visco-elastic material was obtained by means of the fractional calculus.

摘 要:对生物粘弹性材料,引入广义分数阶应变能函数以后,应用分数阶微积分分别给出了粘弹性固体和粘弹性流体的本构关系式。

By using the Copson method, one of these equations is transformed into a Fredholm integral equation of the second kind to obtain the solution. Furthermore, the intensity factors, the total energy release rate and the mechanical strain energy release rate are obtained and compared with the classical results without considering the electric field gradient effects.

采用了Copson方法,将其中一组对偶积分方程转化为第二类Fredholm 积分方程来进行数值求解,得到了裂纹尖端的强度因子、总能量释放率和机械应变能释放率,并与经典理论中的结果进行了比较。

This report involves our research works in the fields of coseismic earthquake stress triggering, fault activities, free oscillation of the earth, precursory changes prior to earthquakes and earthquake forecast.

本研究报告涉及同震应力触发地震、断层活动、地球自由振荡、地震前兆和地震预报等多方面,但是钻孔应力-应变观测是贯穿其中的主线。

Concrete ; stress-strain curve ; free energy ; internal variable ; damage ; Weibull distribution

砼; 应力—应变全曲线;自由能;内变量;损伤; Weibull分布

By applying the ANSYS analytical software,this paper made a detailed analysis on the strength of various structured friction wheel.

应用ANSYS分析软件对不同结构摩擦轮的强度作了详细分析,分析了摩擦轮应力及应变的变形云图。

Friction wheel ; ANSYS ; structure ; stress ; strain

摩擦轮; ANSYS ;结构;应力;应变

By applying the ANSYS analytical software, this paper made a detailed analysis on the strength of various structured friction wheel. The deformation cloud diagram of stress and strain of friction wheel was analyzed.

应用ANSYS分析软件对不同结构摩擦轮的强度作了详细分析,分析了摩擦轮应力及应变的变形云图。

The fracture problem can be solved by calculating the boundary value of a partial differential equation. By the methods of complex variable function and undetermined coefficients, the formulae for deflection, displacement, bending moment, torque, stress and strains near the crack tip are derived.

该断裂同题可化为求解一个偏微分方程的边值问题,借助复变函数方法和待定系数法,推出了裂纹尖端附近的挠度、位移、弯矩、扭矩、应力和应变的计算公式。

The functional relation between the plasticity parameters and the strain rate was obtained according to the experimental data in the reference.

根据文献的实验数据,导出了塑性参数与应变率之间的函数关系。

It is stated systematically in the thesis the methods theories and measuring principle of all kinds of geostress determination technology. In particular the four methods recommended in 1987 by the committee of test method of the International Society of Rock Mechanics, i.e. two over-coring methods of strain relief in boreholes, hydraulic fracturing method and stress furbish measurement which measures the surface stress.

本文较为系统地、全面地介绍了当前国内外通用的各种地应力测量方法的理论、测量原理;特别就国际岩石力学学会试验方法委员会于1987年推荐的4种地应力测定方法(钻孔孔径变形测量法、钻孔孔壁应变测量法、水压致裂法以及测量岩体表面应力的应力恢复测量法)作了较为详细的叙述。

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