1.
Establishment and Proof for the Cobweb Theorem under Unitary Elasticity;
单元弹性下蛛网理论模型的建立与证明
2.
Exploitation of Elastic-viscoelastic Composite Structure Element;
弹性—粘弹性材料复合夹层结构的单元开发
3.
Study on the Theory and Accuracy of Element-free Method in Elastic Foundation Plate;
弹性地基板无单元法理论与精度研究
4.
Rigid Element Analysis for Stamping Springback Simulation;
冲压成形回弹仿真的刚性单元法研究
5.
C~1 natural element method for strain gradient elasticity
应变梯度弹性理论C~1自然单元法
6.
BEM for Viscoelastic Problems without Inner Cells
边界元法分析区域不划分单元的粘弹性问题
7.
The principle of3 D elasto-viscoplastic block element method is introduced.
介绍了三维弹粘塑性块体单元法的基本原理。
8.
A New FEM Elastic Shell Element Without Using Kirchhof-Love Assumption
一种不用克希霍夫假设的弹性薄壳单元
9.
Circular Arch Element on Elastical Ground Considering Both Normal And Tangential Resisting Forces
同时考虑切、法向抗力的弹性地基园拱单元
10.
Study on the Application of Natural Element Method in Linear-Elastic Fracture Mechanics
自然单元法在线弹性断裂力学中的应用研究
11.
Boundary Point Method Based on Quadratic Moving Elements for Elasticity
基于二次移动单元的边界点法解弹性力学问题
12.
Elastic deformable particle model in discrete element method
一种离散单元法的弹性可变形颗粒模型
13.
In this paper,the finite element method of a six-node triangular mi-xed element is used to solve the problem of the elastic thin plate.
本文采用三角形六结点混合单元的有限元方法求解弹性薄板。
14.
elastic modulo
弹性模数[模量];弹性组件;弹性计量单位
15.
Coupling of elastoplastic finite elements to elastic boundary clemens, (3).
(2) 弹塑性有限元与弹性边界元的耦合;
16.
The first natural frequency map in working space was drawn, which can be useful for selecting proper working position to avoid resonance or low-order harmonic oscillation.
讨论了频率求解精度、收敛性与单元横向弹性位移型函数以及单元数量之间的关系。
17.
ANALYSIS OF COMPLEX DISPERSION RELATION FOR MAGNETO-ELECTRO-ELASTIC,MULTILAYERED PLATE BASED ON STRIP ELEMENT METHOD
基于带状单元法的电磁弹性多层板复频散特性分析
18.
EPDM is a terpolymer elastomer made from ethylene-propylene diene monomer.
EPDM是一种由乙烯-丙烯、二烯单聚物构成的三元共聚物弹性材料。