strain energy的例句大全

we have calculated the strain energy densities for various grain orientations for a fcc polycrystalline film on a substrate.

对附着在基体上面心立方多晶薄膜中不同取向晶粒的应变能密度进行了计算。

discussion about the strain energy density factor for the model i crack in composite materials

关于复合材料单层板Ⅰ型裂纹应变能密度因子的推导和讨论

The analysis suggests that this could be due to the re-distribution of the elastic strain energy during the incomplete transformation.

分析表明，不完全相变过程中的弹性能再分布是可能的温度记忆效应机制。

Based on the analysis on the formation mechanism and characters of motion and accumulation for high speed landslide, the speed and deformation of the sliding mass are of inhomogeneity, and its motion process is in company with the accumulation, release and loss of strain energy.

基于对高速滑坡发生机理的认识及对其运动特征和堆积特征的分析，认为滑体内部的速度和变形具有不均匀性，且运动过程伴随着变形能的积累、释放和损耗。

By maximum tension theory and maximum strain energy density theory in fracture mechanics, created and propagation direction of new artificial fracture are analysized.

分别应用断裂力学中的最大拉应力理论和应变能密度因子理论分析了重复压裂中水力裂缝的初始扩展和延伸方向。

According to capillary tension theory, the elastic strain energy of porous materials will be released when their capillary water loses completely in the drying precess.

根据毛细管张力理论，多孔材料在干燥过程中，当毛细管水完全失去时，积聚在固体材料内的弹性应变能将释放，导致材料的不连续收缩。

The Differential/ Integral Relations between Stress-strain Tensor and Strain Energy Function of Nonlinear Elastic Solids

胁强[应力]-形变图非线性超弹性体应力应变张量与应变能函数之间的微积分关系

Research on the mohr theory of strength in the light of strain energy

试用应变能探讨莫尔强度理论

In the method the modal strain energy of an element is divided into tension modal strain energy, torsion modal strain energy and bending modal strain energy.

该方法将单元模态应变能分解为拉压、扭转和弯曲模态应变能，利用单元的主要模态应变能分量与结构固有频率的改变量对结构裂纹位置进行识别。

To avoid these limitations of the factors mentioned above, the present study will develop a new damage diagnosis method ( Modal Strain Energy Decomposition) to localize the damage for a three-dimensional frame structure, specially a template offshore structure.

针对上述局限性，本文提出了新的结构损伤诊断算法&模态应变能分解法，诊断三维框架结构（如海洋平台结构）的损伤。

Based on interaction between particles, the strain energy of materials is distributed according to the orientation of the line between particles, and three-dimensional network model of materials is proposed.

基于质点间相互作用，按照质点间连线的取向统计材料的应变能，提出了材料的三维链网模型。

Then the hazard zone of tire/ rim contact area with axial force of cord, Mises stress, shearing strain and strain energy potential were analyzed.

同时运用帘线轴力、Mises应力、剪切应变、应变比能4个力学量对胎圈部的危险区域进行了精细分析。

Using strain energy and displacement square normal number as objective function, the author solves the cable force and analyses the difference between them.

分别运用应变能、位移二范数最小作为目标函数，确定了脱架索力的确定方法，分析了二者的异同。

By transforming the dynamic loads into different static loads, the strain energy density can be calculated to measure the load-bearing efforts of local subdomains.

通过将碰撞过程中的动态载荷等效为不同方向的静态载荷，求解结构的应变能密度，以此综合衡量局部结构的承载贡献量。

First, the dynamics coupled equation containing non-classical damping structure is seperated by the method of mode strain energy in the complex mode space. Second, the equation in real mode space is solved.

首先利用模态应变能法对包含非经典阻尼结构的动力方程在复模态空间内进行解耦，然后在实模态空间内对解耦后的运动方程进行求解。

Strain energy damage model and its application to tool steel thermal fatigue

用应变能法研究模具钢的热疲劳性能

In this paper, aimed at minimizing the whole strain energy of thin shell structure, the model of shape optimization and the topology optimization were built up. The feasible solutions to shape optimization and topology optimization have been found.

以薄壳结构整体应变能最小为目标，建立了薄壳屋盖的形状优化与拓扑优化模型，并提出了薄壳屋盖形状优化与拓扑优化的的求解方法。

Canonical Equation and Principle of Least Strain Energy

正则方程与最小应变能原理

Based on the strain energy equation for the three-dimensional continuum, the finite element formulation for large deflection of three-dimensional beam is developed.

本文从三维连续体的应变能出发，推导了空间大挠度梁的静、动力学有限元方程。

Once the locked segment is suddenly snipped, half of the original sliding resistance is released owing to peak-residual strength drop, and the elastic strain energy accumulated in the locked segment would be converted into the kinetic energy of the sliding mass.

一旦锁固段突然被剪断，由于峰残强降效应，原有下滑力的一半得到释放，赋存其中的弹性应变能则转换为滑坡剧动的动能。