钢管混凝土梁柱节点?

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使用的ABAQUS模拟

计算中断的错误信息:

Normal cannot be computed in 8 elements. The nodal coordinates may be incorrect or the element aspect ratio may exceed 1000 to 1. The elements have been identified in element set ErrElemNormal.


64 nodes are used more than once as a slave node in *TIE keyword. These constraints are not removed either due to the presence of *CONSTRAINT CONTROLS,NO CHANGES keyword or because removing the constraints might affect the model. The nodes have been identified in node set ErrNodeOverconTieSlave.


The geometry of 8 elements is too distorted. Check the nodal coordinates or node numbering on elements identified in element set ErrElemDistorted.


The area of 6 elements is zero, small, or negative. Check coordinates or node numbering, or modify the mesh seed. The elements have been identified in element set ErrElemAreaSmallNegZero.


Error in defining normal to the element surface at a node in 8 elements. The elements have been identified in element set ErrElemShellNormal.


The yield stress must not be zero


Analysis Input File Processor exited with an error.

这个错误原因是哪呢?什么意思呢?

QQ图片20170109131511.pngQQ图片20170109131527.png

钢管混凝土梁柱节点?的图3

钢管混凝土梁柱节点?的图4

像ErrElemNomal、ErrElemDistored、WarnElemDistored、、、这些点的问题怎么解除呢?求大神指教


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默认 最新
小月
初步判断,是由于绑定时,主从面间距过大,导致从面节点被拖的太远,引起网格畸变,计算失败!
2017年1月9日
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