1) slip waves
滑移界面波
1.
The Stroh formalism and vectors analysis are applied to investigate the existence of slip waves propagating along the frictionless contact interface between two general piezoelectric solids.
通过具体压电材料的数值计算发现:当沿界面传播的波速满足一定条件时,滑移界面波能存在。
2) interfacial slip
界面滑移
1.
Analysis of interfacial slip in fiber-reinforced composites under transverse loading by the boundary element method;
横向载荷作用下纤维增强复合材料界面滑移的边界元分析(英文)
2.
Molecular dynamics study of interfacial slip behavior of ultrathin lubricating films;
超薄润滑膜界面滑移现象的分子动力学研究
3.
Reynolds equation in cylindrical coordinates which included terms on the liquid inertia force and the interfacial slip was derived from continuous equation and Navier-Stokes equation.
从连续性方程和Navier-Stokes方程出发,推导出在圆柱坐标系中考虑了界面滑移和流体惯性影响的雷诺方程。
3) interface slips
界面滑移
1.
Calculation of interface slips in SRC members;
型钢混凝土构件界面滑移的计算
2.
Based on the theory of elasticity, the differential equations of interface slips in SRC simple beam under the action of general load is presented.
研究型钢混凝土简支梁在基本荷载作用下的界面滑移。
4) interface slip
界面滑移
1.
This paper makes an exploratory research on the interface slip of the double steel-concrete composite beam under negative moment with the primary mechanical principle.
运用基本力学方法对钢-混凝土双面结合梁在使用荷载作用阶段的滑移效应进行探索性分析,推导得到集中荷载作用下负弯矩区上、下界面滑移及滑移应变沿梁长分布的表达式。
2.
The test results of interface slips distribution law of deformations of eight simplysupported steel-concrete composite beams under concentrated loads are presented in the paper.
利用Goodman弹性夹层假设,推导了钢-混凝土组合简支梁的界面滑移和挠度变形的理论计算公式。
3.
This paper is concerned with the interface slip of steel-concrete composite beam under uniformly distributed loads.
利用Goodman弹性夹层假设及弹性体变形理论,推导了简支钢-混凝土组合梁的界面滑移和挠度变形的理论计算公式。
5) sliding interface
滑移界面
1.
Based on the CFD software CFX, the numerical model and calculation method was developed by adopting RNG k-ε turbulence model, dual time step method, sliding interface model and structure grid, and then the flow field varied with time was studied.
文中基于CFX软件,采用RNGk-ε湍流模型、双时间步法、滑移界面法以及结构化网格建立了一级半透平级(静叶/动叶/静叶)三维非定常粘性流场的数值模型及计算方法;在此基础上详细分析了流场特性随时间的变化,发现时均非定常等熵效率小于相应的定常等熵效率;同时获得了作用于动叶上随时间变化的气流力以及气流激振力因子,该因子数值与汽轮机设计人员广泛采用的由实践而来的数据吻合良好。
2.
In order to calculate the unsteady flow within a turbine stage simultaneously, a developed sliding interface technique is adopted in conjunction with non-orthogonal grids and non-staggered arrangement techniques.
本文采用文献［３，４］所发展的滑移界面技术，求解了不同轴向间隙时某一透平级内的非定常流场，发现轴向间隙由０。
3.
A sliding interface technique is applied in conjunction with non orthogonal grids and non staggered arrangement techniques to solve the unsteady flow of moving/stationary blade interaction problem.
基于滑移界面技术，发展了求解二维动／静相干叶排内非定常粘性流动的计算方法和软件，该方法克服了混合平面方法所引入的方法误差。
6) slip
[英][slɪp] [美][slɪp]
界面滑移
1.
The changes of load-deflection relationships and the load-slip relationships along the span of beam are analyzed.
得到各种情况下组合梁界面滑移分布曲线及弯矩-挠度曲线,分析其变形性能。
2.
The interfacial slip reduces the stiffness, increases deformation and influences performance of composite beams of steel and concrete.
组合梁界面滑移将减小组合梁刚度,增大变形,影响构件性能。
3.
The model takes into account the effect by nonlinear material,slip between concrete and steel beam and prestress as well.
利用该模型,对四榀钢 混凝土连续组合梁的界面滑移和挠度进行了仿真计算,将计算结果和实测结果进行了比较,验证了该模型的有效性。
补充资料：阿波波地狱
【阿波波地狱】
梵语阿波波，或云唬唬婆（无翻），谓受罪众生，寒苦增极，舌不能动，唯于唇间作此声也。
梵语阿波波，或云唬唬婆（无翻），谓受罪众生，寒苦增极，舌不能动，唯于唇间作此声也。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条