有限应变 meaning in Chinese
finite strain
Examples
- We will not be concerned with the development of a general theory of finite elasticity .
我们不去关心有限应变弹性学的一般理论的导出。 - 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 - 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。 - So it is impossible for enstatite to decompose to oxides between 50 to 140gpa . ( 5 ) the bulk modulus k0s and its first derivative of pressure k0s " were calculated from the experimental hugoniot data , by using eularian limit strain theory
3 ）根据本文顽火辉石hugoniot实验数据（结合前人的实验数据l用欧拉有限应变理论计算得到的顽火辉石零压炸弹性模量及其对压力的一阶导数为： k叮一266gpa ， k ； ，二4 - A model test was designed to simulate the consolidation process of warping soil , the validity of theoretical equation and the solution methods presented in this study . actual measurements for excess pore - pressure , void ratio and settlement - time curves all showed good agreement with the corresponding computed values
将理论计算的超孔隙水压力、孔隙比、沉降-时间曲线和根据实测数据计算的这些量进行比较分析，说明文中建立的渗压作用下的有限应变固结理论模型及求解方法的合理性。