NX Nastran一维梁单元的模态分析
钢结构平台设计过程中,客户提出平台共振问题,我想用NX Nastran的一维梁单元进行模态分析,三维单元当然能做,但是对于这样的实际问题,一是分析运算时占用内存太大,耗时太长,二是实用中也不必太精确,大概误差5~10%以内就足够了。谁知做出一维网格后,梁单元的端部节点与另一梁的任意节点无法耦合(实际结构即一梁的端部焊或栓接于另一梁侧面),请哪位高手做我老师,用附件中的材料给做个示范,不胜感激。
环境: NX NASTRAN DESIGN - 结构
解法是 振动模式
------------------------------------------------------------
Mesh-Based Errors Summary
-------------------------
Total: 0 error and 0 warning
Material-Based Errors Summary
-----------------------------
Total: 0 error and 0 warning
Solution-Based Errors Summary
-----------------------------
Total: 0 error and 0 warning
Load/BC-Based Errors Summary
----------------------------
Total: 0 error and 0 warning
Nastran Model Check Completed”
解算时信息如下:
“============================================================
列出信息创建者:
日期 : 2009-4-9 15:39:18
当前工作部件 : E:\Platform\Frame_sim1.sim
节点名 : 8e4744a03b0d
============================================================
*** 15:39:18 ***
Starting Nastran Exporter
*** 15:39:18 ***
Writing Nastran System section
*** 15:39:18 ***
Writing File Management section
*** 15:39:18 ***
Writing Executive Control section
*** 15:39:18 ***
Writing Case Control section
*** 15:39:18 ***
Writing Bulk Data section
*** 15:39:18 ***
Writing Nodes
*** 15:39:18 ***
Writing Elements
*** 15:39:18 ***
Writing Physical Properties
*** 15:39:18 ***
Writing Materials
*** 15:39:18 ***
INFORMATION : Reference temperature for material STEEL has been set to the solution's default temperature
*** 15:39:18 ***
Writing Loads and Constraints
*** 15:39:18 ***
Writing Coordinate Systems
*** 15:39:18 ***
Summary of Bulk Data cards written
+----------+----------+
| NAME | NUMBER |
+----------+----------+
| CBAR | 76 |
| CQUAD4 | 72 |
| EIGRL | 1 |
| GRID | 150 |
| MAT1 | 1 |
| MATT1 | 1 |
| PARAM | 6 |
| PBAR | 18 |
| PSHELL | 2 |
| SPC | 6 |
| TABLEM1 | 3 |
+----------+----------+
*** 15:39:18 ***
Nastran Deck Successfully Written”
我试着重新解算原来已处理过的方案,结果方案导航器中原有的“Results”结点也一下子消失了,期盼高手介绍一下原因。
TOP