如何解决ANSYS Workbench中大型空间桁架的约束问题 ? 66

用AWB分析一大型空间屋盖结构,在求解时出现以下错误:
A solver pivot warning or error has been detected in the UX degree of freedom of node 4776 located in Geom-1_beams. This is usually a result of an ill conditioned matrix possibly due to unreasonable material properties, an under constrained model, or contact related issues. Check results carefully. You may select the offending object and/or geometry via RMB on this warning in the Messages window.
*** ERROR *** CP = 2.062 TIME= 17:17:43
There is at least 1 small equation solver pivot term (e.g., at the UX
degree of freedom of node 4776). Please check for an insufficiently
constrained model.
初步以为是杆件节点的连接有问题,但在Spaceclaim中检查后各节点连接均没有问题。改变多种约束方式依然提示上述错误。

以下是AWB工程文件(ANSYS 18版本),希望前辈们能够指导下,十分感谢
全部回答 (7)
从报错来看是模型出现刚体位移了,有如下几个原因:1、各个节点没有完全连接,这个可以建议做一个模型分析,可以通过振型看出来是否完全连接,完全从SCDM中的拓扑信息来看,不一定可靠,有时候也会失效。2、结构约束条件不足,一般这个出现的可能性不大,约束条件都是自己给的,3、如果是桁架结构,模型中如果用到Link单元的,注意Link单元一条线上只能画一个单元,如果划分多个单元就会刚体位移 。即便就这三个方面,你排查下
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