位移不连续法,displacement discontinuity method英语短句,例句大全

位移不连续法,displacement discontinuity method
1)displacement discontinuity method位移不连续法
1.The propagation of a linear elastic crack was simulated by displacement discontinuity method(DDM).采用位移不连续法 (DDM)对裂纹的扩展进行了数值模拟。
2)Displacement discontinuity method(DDM)位移不连续法(DDM)
3)displacement discontinuity位移不连续
1.The boundary element method consists of the constant displacement discontinuity element presented by Crouch and Starfield and the crack_tip displacement discontinuity elements proposed by YAN Xiao_qiao.　提出了一种简单而有效的平面弹性裂纹应力强度因子的边界元计算方法·　该方法由Crouch与Starfield建立的常位移不连续单元和闫相桥最近提出的裂尖位移不连续单元构成·　在该边界元方法的实施过程中,左、右裂尖位移不连续单元分别置于裂纹的左、右裂尖处,而常位移不连续单元则分布于除了裂尖位移不连续单元占据的位置之外的整个裂纹面及其它边界·　算例(如单向拉伸无限大板中心裂纹、单向拉伸无限大板中圆孔与裂纹的作用)说明平面弹性裂纹应力强度因子的边界元计算方法是非常有效的·　此外,还对双轴载荷作用下有限大板中方孔分支裂纹进行了分析·　这一数值结果说明平面弹性裂纹应力强度因子的边界元计算方法对有限体中复杂裂纹的有效性,可以揭示双轴载荷及裂纹体几何对应力强度因子的影响·
2.The boundary element method consists of the constant displacement discontinuity element and the crack tip displacement discontinuity elements.采用常位移不连续单元和裂尖位移不连续单元构成的边界元方法研究内部压力作用下无限大板中源于椭圆孔的分支裂纹。
3.This paper is concerned with stress intensity factors of a three-point bending and shear specimen with an offset edge crack by means of a boundary element method which consists of the constant displacement discontinuity element presented by Crouch and Starfield and the crack tip displacement discontinuity elements proposed by the author.该边界元方法由Crouch与Starfield提出的常位移不连续单元和笔者最近提出的裂尖位移不连续单元构成。

英文短句/例句

1.Displacement Discontinuity Fundamental Solutions for a Layered Elastic Half-plane弹性层状半平面的位移不连续基本解
2.Extended Displacement Discontinuity Boundary Integral Equation Method for Magnetoelectroelastic Media;电磁固体广义不连续位移边界积分方程方法
3.discontinuous lithostratigraphic unit不连续岩石地层单位
4.two-position discontinuous temperature contro双位不连续温度控制
5.The expansion path of discontinuouos displacement is completely independent of the mesh structure.非连续位移的扩展路径完全与网格结构无关。
6.Analysis of Earth Pressure and Displacement of Wall of Continuous Concrete Wall of Unloading Pit in Some Harbour基坑开挖过程中地下连续墙位移与土压力分析
7.Improvement on Displacement Functions of the Discontinuous Deformation Analysis Method and the Application to Engineering Mechanics Problems;非连续变形分析法位移模式改进及工程应用
8.Research about Lateral Displacement and Torsional Distortion of P.C. Continuous Curved Box Girder;预应力混凝土连续弯箱梁的侧向位移研究
9.Frequency-domain equalization for continuous phase frequency shift keying连续相位频移键控信号的频域均衡算法
10.Study on the Temperature Stress and Displacement in Skew Continuous Box Girder Bridges斜交连续箱梁桥的温度应力与位移研究
11.Analysis of Temperature Force and Displacement of SeamlessTurnout on ContinuousBeam Bridge连续梁桥上无缝道岔温度力与位移分析
12.THE HORIZONTAL DISPLACEMENT OF UNDERGROUND CIRCULAR CONTINUOUS WALL STRUCTURE地下圆形连续墙支护结构的水平位移公式
13.saltus of discontinuity不连续度, 不连续振幅
14.In an MOS dynamic shift register the above problem is solved by keeping data in continuous motion.MOS动态移位寄存器的上述问题是通过使输入数据连续不断地循环来解决的。
15.Displacement Discontinuity Boundary Integral Equation-boundary Element Method for Interfacial Cracks in Three-dimensional Piezoelectric Media;三维压电介质界面裂纹分析的不连续位移边界积分方程—边界元方法
16.The impacts of weak plane to the surface movement and discontinuous deformation弱面对地表移动范围和不连续变形的影响
17.successive carry连续进位, 串行进位
18.Continuous Reporting System on Migration移徙情况连续报告制度

相关短句/例句

Displacement discontinuity method(DDM)位移不连续法(DDM)
3)displacement discontinuity位移不连续
1.The boundary element method consists of the constant displacement discontinuity element presented by Crouch and Starfield and the crack_tip displacement discontinuity elements proposed by YAN Xiao_qiao.　提出了一种简单而有效的平面弹性裂纹应力强度因子的边界元计算方法·　该方法由Crouch与Starfield建立的常位移不连续单元和闫相桥最近提出的裂尖位移不连续单元构成·　在该边界元方法的实施过程中,左、右裂尖位移不连续单元分别置于裂纹的左、右裂尖处,而常位移不连续单元则分布于除了裂尖位移不连续单元占据的位置之外的整个裂纹面及其它边界·　算例(如单向拉伸无限大板中心裂纹、单向拉伸无限大板中圆孔与裂纹的作用)说明平面弹性裂纹应力强度因子的边界元计算方法是非常有效的·　此外,还对双轴载荷作用下有限大板中方孔分支裂纹进行了分析·　这一数值结果说明平面弹性裂纹应力强度因子的边界元计算方法对有限体中复杂裂纹的有效性,可以揭示双轴载荷及裂纹体几何对应力强度因子的影响·
2.The boundary element method consists of the constant displacement discontinuity element and the crack tip displacement discontinuity elements.采用常位移不连续单元和裂尖位移不连续单元构成的边界元方法研究内部压力作用下无限大板中源于椭圆孔的分支裂纹。
3.This paper is concerned with stress intensity factors of a three-point bending and shear specimen with an offset edge crack by means of a boundary element method which consists of the constant displacement discontinuity element presented by Crouch and Starfield and the crack tip displacement discontinuity elements proposed by the author.该边界元方法由Crouch与Starfield提出的常位移不连续单元和笔者最近提出的裂尖位移不连续单元构成。
4)Extended displacement discontinuity广义不连续位移
1.In this thesis, the extended displacement discontinuity boundary integral equation method for transversely isotropic magnetoelectroelatic solid is proposed.本文提出了横观各向同性电磁固体的广义不连续位移边界积分方程方法。
5)discontinuous displacement field不连续位移场
6)displacement discontinuity model位移不连续模型
1.Without the loading-rate effect considered, the improved constitutive relationship is extended to be under the dynamic condition, and then a nonlinear displacement discontinuity model for normally incident P-wave propagation across a dry fracture is established in an elastic half-space.在不考虑加载速率对节理变形行为影响的情况下,将该本构关系推广至动态条件,建立了法向入射纵波在弹性半无限空间中干性单节理处传播的位移不连续模型,基于Lemaitre假设获得了节理透、反射系数TIMP和RIMP的近似解析解;同时结合一维波动方程特征线法推导了节理透、反射波质点速度时域数值差分格式并自编了计算程序,进而得到TIMP、RIMP、透、反射波能量etra和eref、延迟时间Tdel的半数值解,依此研究弹性纵波在单节理处的传播过程及特征。