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elastic coefficient相关的网络例句

查询词典 elastic coefficient

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Demand for property insurance ; elastic coefficient ; empirical analysis

产险需求;弹性系数;实证分析

Ltd, elastic coefficient model prediction method is used to predict three kinds of the total waterborne pollutant discharge from 2003 to 2005 of the Group Corp.

通过对株洲硬质合金集团有限公司水型污染物排放总量及污染源的调查研究,运用弹性系数模型预测方法对该公司 2 0 0 3至 2 0 0 5年水型污染物排放总量进行了三种类型的预测,并提出达到协调型控制目标的技术和管理措

The experimental resolution verifies the data of the valve's sturcture and spring' s elastic coefficient that is optimized by model' s solution.

在两阀内部,利用计算出来的解析解对阀内部结构尺寸参数和弹簧弹性系数进行优化设置,最后通过实验,检验了计算结果的正确性。

Implants are made out of biomedical materials. Other than the mechanical properties, it is required that the implant has low elastic coefficient, low density, high corrosion resistance and fatigue strength.

中文摘要医学材料制成的体内植入物件除了必须具有良好的机械性质,低弹性系数、低密度、好的抗腐蚀性和疲劳强度。

The price demand elastic coefficient in domestic market is small, while it's big abroad.(3) market in different countries is independent and separate from each other.

在政府管制较多的计划经济国度里,争取完成出口创汇任务或超额完成任务,扩大就业,从而得到政府的奖励或其它优惠。

At the same time, the economic is developing, the traffic equipment in city, especially the recoverable amount of the automobile is increased rapidly, but because the elastic coefficient that the area of the road of area that builds up city increases is very small, the city road was built and has not slowed down the traffic pressure in the city very well, this kind of pressure has brought very big restriction to development of the city.

同时随着经济的发展,城市机动化设备,尤其是汽车的保有量迅速增长,但由于城市建成区道路面积增加的弹性系数甚小,城市道路建设并没有很好地减缓城市交通压力,这种压力给城市的发展带来了很大的制约。

For the first patern, elastic dynamics is adopted to study the steady state rolling contact, elastic dynamics incorporating with rigid dynamics is adopted to study the non-steady state. For the steady state, the analytical solution is obtained, and for the non-steady state, the variational formulation to solve the problem numerically is derived For the later patern, the function type friction coefficient is introduced. On the basis of the quasi-stastic theories of constant friction coefficients, both the exact theory and the simplified theory of the function type friction coefficient are established, the computer programms for both the theories are also made out. Using the function type friction coefficient, Shen-Hedrick-Elkins theory's application range is extended to large creepage .

对于速度对接触体力学特性的影响,本文采用弹性动力学方法和弹性动力学与刚体动力学相结合的方法分别对稳态和非稳态两种情况进行了研究,得到了稳态情况的解析解,给出了对非稳态情况进行数值求解的变分公式;对于速度对相关物理量的影响,本文主要讨论了速度对摩擦系数的影响,在滚动接触准静态理论的基础上引进了函数型摩擦系数,建立了函数型摩擦系数的滚动接触准静态精确理论和简化理论,并分别编制了相关的计算程序,还用函数型摩擦系数将简便的Shen-Hedrick-Elkins理论的适用范围扩展到大蠕滑区。

In this model, the skeletal storage coefficient was used for coupling, different storage coefficient were used for the calculation of storage change of aquifer and interbeds, the elastic and inelastic skeletal coefficients were used to account for the elastic and inelastic deformation, a one-dimensional diffusion equation was used for describing the delayed dissipation of unequilibrated heads within the interbeds, these make the model not only be able to simulate the elastic and inelastic deformation of soil, but also the delay phenomenon.

在该模型中,用夹层的骨架弹性储水系数进行地下水流模型和土体变形模型的耦合,用不同的弹性储水系数来计算夹层和含水层内的储水量变化,用夹层的骨架弹性储水系数和非弹性储水系数来体现夹层的弹性和非弹性变形,用扩散方程来描述滞后夹层内的水头分布,从而使模型能够很好地体现夹层的弹性和非弹性压缩,并能同时考虑夹层变形的滞后现象。

First, based on the relations of stress and strain between the whole medium and its macroscopically isotropic constituents, an explicit relation between elastic matrices of the whole medium and its constituents was derived. Combining the explicit relation of elastic matrices with the strain's relation, two coefficient tensors were defined and analyzed to get a general relation between the hulk and shear modulus of the whole medium under the assumption that all the field variables are in a unified coordinate system. Secondly, combining these relations with the classical Hashin-Shtrikman elastic modulus bounds, four new expressions of elastic medium of the whole medium were obtained and compared with the original hounds. Last, these formulae were applied in the computation of effective elastic moduli of clean sandstone saturated with pore water.

首先基于整体介质与宏观各向同性组分满足的应力和应变组分关系,推导出整体介质弹性矩阵与组分弹性矩阵之间的显式关系,联合其应变关系,定义和分析了对应的两个系数张童,并据此导出了相关场变量位于统一坐标系时整体介质体积模量与剪切模量的关系;然后将经典的Hashin-Shtrikman弹性模量边界模型与上述关系式结合,得到4个新的整体介质弹性模量的估算公式,再与原始的Hashin-Shtrikman弹性模量边界进行了比较,最后针对饱和水纯净砂岩介质进行了试算。

Single factor experiments were done with the factors including the width of protrusion and the trolley's velocity, which showed that the surface frictional coefficient decreases with the width of protrusion increasing, and doesn't change with the trolley's velocity changing, which was consistent with the results of the orthogonal experiment. A theoretical model of the horizontal projection of a corrugated bionic surface's contact area was built, which showed that the contact area's horizontal projection decreases with width and interval increasing respectively and that the ratio of the contact area's horizontal projection and the vertical load decreases with the vertical load increasing. It indicated that the surface frictional coefficient decreases with the above three factors increasing respectively. Finite element modeling and analysis of interactions of a plate and soils was done using ANSYS, which showed that the plate frictional coefficient is little relative to soil elastic modulus and decreases with vertical surface pressure and that trolley's pull and vertical displacement of bionic surface's control pilot keep constant almost during the plate being pulled. Finite element modeling and analysis of interactions of a corrugated bionic surface and soils was done using ANSYS, which showed that surface frictional coefficient is little relative to soil elastic modulus and decreases with bionic surface's structural parameters and vertical pressure increasing. However, the three factors all didn't affect the surface frictional coefficient remarkably on the condition of 90% dependability. For the first time, bionic surfaces were applied to screw piles, which formed bionic screw piles, and the contrast experiments showed the bionic screw pile had certain resistance-decreasing effects.

建立了波纹型仿生曲面与土壤的接触面积的水平投影的理论模型,表明接触面积的水平投影A随着波纹型仿生曲面突起宽度、两相邻突起间距的增大而减小,接触面积的水平投影与波纹型仿生曲面表面垂直载荷之比随着波纹型仿生曲面表面垂直载荷的增大而减小,进而得出仿生曲面摩擦系数随着波纹型仿生曲面突起宽度、两相邻突起间距以及表面垂直载荷的增大而减小;利用ANSYS软件对平板与土壤的相互作用进行了有限元建模与分析,表明平板摩擦系数与土壤弹性模量关系不大,而随着表面垂直载荷的增大而减小;平板牵引过程中台车牵引力和仿生曲面控制节点垂直方向位移基本保持不变;利用ANSYS软件对波纹型仿生曲面与土壤的相互作用进行了有限元建模与分析,表明波纹型仿生曲面系数在一定范围内基本不受土壤弹性模量的影响,随着波纹型仿生曲面突起宽度、两相邻突起间距以及表面垂直载荷的增大而减小,但在可信度为90%的前提下,三个因素影响都不显著;首次将波纹型仿生曲面应用于与土壤作用方式以挤压为主的螺旋桩,形成仿生螺旋桩,并与普通螺旋桩进行了沉桩对比试验,表明波纹型仿生曲面应用于螺旋桩桩体表面具有明显的降阻作用。

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