Chinese translation for "finite strain"
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- 限定细胞株
有限应变
Related Translations:
- Example Sentences:
| 1. | Matrix formulation of eulerian governing equations of finite strain consolidation theory
欧拉描述的有限应变固结控制方程之矩阵表述 | | 2. | Mixed finite element method for saturated porous media and application to starin localization at finite strain
十次对称二维准晶中的热应力分析 | | 3. | The development of finite strain consolidation theories based on continua mechanics and mixture theory is detailed and the differences and consistency between these theories are remarked on
介绍了基于连续介质理论和混合物理论的大应变固结理论的发展，论述了两种一维大应变固结理论之间的差异及其一致性。 | | 4. | Based on the consolidation mechanism analysis of the warping clay under osmotic pressure , a finite strain osmotic pressure consolidation equation , of which the excess pore - pressure or void ratio was selected as dependent variable , was derived
首先，通过分析渗压作用下的淤填粘土的固结机理，推导出以超孔隙水压力，孔隙比为控制变量的有限应变渗压固结微分方程。 | | 5. | Because the structural interpretation of the 3d model only is of non - uniqueness and uncertainty due to geometric constraint , the finite strain analysis was also applied in the structural interpretation . 184 oriented samples have been drilled at 18 sampling sites in yanjinggou , western sichuan
在川西盐井沟地区18个采样点钻取了184块定向岩心样品，通过磁组构的分析结果发现，盐井沟地区的磁组构基本上都是弱应变的初始变形组构，褶皱前翼应变强度比后翼略强。 | | 6. | With the method of the lie group transformation , the symmetry of the equation governing one dimensional finite strain consolidation is discussed and , from the point of the symmetry , the feasibility to obtain the analytical solution of these nonlinear partial differential equations is discussed . where - after exact or approximate analytical solutions focused on different consolidation problems are obtained , these including : under some assumptions of relations of the void ratio with coefficient of permeability and effective stress , the method of lie group transformation is applied to solve the non - linear partial differential equation of large strain consolidation of homogenous saturated clay soil in semi - infinite domain with the consideration of the material and geometrical nonlinearity during consolidation procession . the implicit exact solution without considering the effect of self - weight of soil is obtained
运用lie群变换方法讨论了一维大应变非线性固结方程的对称性，以及在该对称性的意义下求解这类非线性偏微分方程解析解答的可能性，并就大应变非线性固结问题的多种情况求得了其完整的或者近似的解析解答，具体包括：基于有效应力与孔隙比以及渗透系数与孔隙比之间的关系的一些假定，采用李群变换求解考虑材料非线性和几何非线性的半无限均质土体大变形固结非线性偏微分方程，得到了一个不考虑自重固结的完全解析解。 | | 7. | On the great deal of detailed geological mapping resource , this thesis has in - depthly studied the tectonic geometry , kinetics , dynamics and the meaning in the development of the crust of this region by means of structure resolution , macrostructral and microstructural observation , finite strain measurement
论文以大量翔实的野外资料为依据，通过构造解析、宏微观构造观察、有限应变测量等方法对该区构造的几何学、运动学、动力学以及其在陆壳演化中的意义进行了较深入的探讨。 | | 8. | The result of a case studying shows that the settlement calculated by large strain consolidation theory is large than that by infinite strain theory during the consolidation procession , but the final settlements calculated by both theories are same . more general assumptions than that in the classical consolidation theory is adopted and the exact analytical solution of nonlinear finite strain self - weight consolidation based on this assumption is obtained . by applying same experiment data , the comparison of the solutions of linear and nonlinear finite strain theory , as well as the numerical solution from finite element method is presented
对此模型求得到了某些特殊条件下的lagrange级数解答，并通过尾矿沉降池实例分析，验证了所得解答的合理性和有效性；建立了土体在堆积过程中的大应变固结模型，通过其对称性构造出相似变量之后，由摄动法求得了近似解析解答，并通过试验数据与传统的线性化固结理论的解答相比较，显示了传统线性化固结理论在该问题上的局限性。 | | 9. | The osmotic pressure test was developed to determine the unknown , finite strain consolidation coefficient and convection coefficient in the mathematical model . the two coefficients both varied with effective stress and depth and were functions of initial void ratio , compressibility , permeability and permeability derivative along depth . a precise time step integration method was proposed to solve the finite strain osmotic consolidation equation with varied coefficients
设计渗压固结试验确定理论模型中的待定系数有限应变固结系数和有限应变固结对流项系数，这两个系数均为随有效应力和土层深度变化的量，并且体现软土初始孔隙比，压缩性、渗透性及其沿深度变化等因素的综合影响。 |
- Similar Words：
- "finite state recognizer" Chinese translation, "finite state stochastic games" Chinese translation, "finite state table" Chinese translation, "finite state transition diagram" Chinese translation, "finite straight line" Chinese translation, "finite strain axis" Chinese translation, "finite strain theory of elasticity" Chinese translation, "finite strimethod" Chinese translation, "finite strip method" Chinese translation, "finite stripe method" Chinese translation
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