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ANSYSWORKBENCH实例2--结构静力学分析

2009-07-21 19:01阅读:
Reference:J. E. Shigley, Mechanical Engineering Design, McGraw-Hill, 1st Edition, 1986, Table A-23, Figure A-23-1, pg. 673

Test Case

A rectangular plate with a circular hole is fixed along one of the end faces and a tensile pressure load is applied on the opposite face. A convergence with an allowable change of 10% is applied to account for the stress concentration near the hole. The Maximum Refinement Loops is set to 2 and the Refinement mesh control is added on the cylindrical surfaces of the hole with Refinement = 1.
Find the Maximum Normal Stress in the x direction on the cylindrical surfaces of the hole

Material Properties
E = 1000 Pa
ν = 0



Geometric Properties
Length = 15 m
Width = 5 m
Thickness = 1 m
Hole radius = 0.5 m


Loading
Pressure = -100 Pa

1.建模
ANSYSWORKBENCH实例2--结构静力学分析
ANSYSWORKBENCH实例2--结构静力学分析
2.添加边界
ANSYSWORKBENCH实例2--结构静力学分析
4.添加载荷
ANSYSWORKBENCH实例2--结构静力学分析
5.修改材料参数
ANSYSWORKBENCH实例2--结构静力学分析
6.网格划分
ANSYSWORKBENCH实例2--结构静力学分析
7.x方向应力收敛情况
ANSYSWORKBENCH实例2--结构静力学分析
8.X方向等效应力云图
ANSYSWORKBENCH实例2--结构静力学分析

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