elastoplastic analysis信息详情
弹塑性分析
analysis───n.分析;分解;验定
statement analysis───n.财务报表分析;财务报表分析;决算表分析
conjoint analysis───联合分析;组合分析;结合分析
conjointly analysis───联合分析
coefficient analysis───系数分析
betulin analysis───白桦素分析
negligence analysis───过失分析
handwriting analysis───笔迹分析
competitor analysis───对手分析; 竞争者分析
Aiming at the elastoplastic analysis of soil slope stability, a reproducing kernel particle method(RKPM) was put forward.───针对土质边坡的稳定性问题,提出了利用无网格法中的再生核质点法(RKPM)进行弹塑性分析的方法。
As a simplified method for elastoplastic analysis, limit analysis method is more efficient and practical than the traditional increment method.───作为弹塑性求解问题的简化方法,极限分析比传统的弹塑性增量计算效率更高、更实用。
three dimensional elastoplastic analysis of a group pile soil interaction system is made by using the finite prism element method.───应用有限棱柱单元法对群桩与土相互作用系统进行了三维弹塑性分析,并以无限棱柱元模拟半无限空间地基土的边界条件。
The elastoplastic analysis of individual footing subjected to bending is performed by this kind of element model.───使用这种单元,对于柱下钢筋混凝土独立基础的抗弯受力,进行了弹塑性分析。
It explores the means and methods of the composite structure for nonlinear dynamic elastoplastic analysis.───探讨复杂结构非线性动力弹塑性分析的手段和方法。
At proceedstatic elastoplastic analysis, get some conclusion and put forward the some demand continue thorough investigative problem.───在进行静力弹塑性分析时,得出了一些结论并提出一些需要继续深入研究的问题。
The elastoplastic analysis is finished with ABAQUS, the upside spatial steel truss and the node analysis is computed with ANSYS.───弹塑性分析方面采用ABAQUS进行计算,对上部的空间钢桁架及其节点进行了ANSYS分析。
The limit bearing capacity is obtained by using the refined finite element elastoplastic analysis on the concrete in the anchor head part.───对锚头部位混凝土进行精细有限元弹塑性分析,得到其极限承载力。
Aiming at the elastoplastic analysis of soil slope stability, a reproducing kernel particle method(RKPM) was put forward.
Numerical manifold method of elastoplastic analysis is presented by using the parametric variation principle.
FORTRAN program for the elastoplastic analysis of STCC stub columns under concentric loading is developed and the behavior of STCC stub columns is analyzed.
An elastoplastic analysis of plate-bending formulation which is incremental computation form of finite element method is derived by variational principle.
In order to assure the stability of the large deformation elastoplastic analysis, the Lagrangre material shape function deformed with material was used to analyze the splitting rolling process.
Therefore, further study on the spherical cavity inflation by elastoplastic analysis in the pressure-sensitive dilatant materials has theoretical significance and practical value.
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