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鋼管混凝土梁柱節(jié)點?

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使用的ABAQUS模擬

計算中斷的錯誤信息:

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.

這個錯誤原因是哪呢?什么意思呢?

QQ圖片20170109131511.pngQQ圖片20170109131527.png

鋼管混凝土梁柱節(jié)點?的圖3

鋼管混凝土梁柱節(jié)點?的圖4

像ErrElemNomal、ErrElemDistored、WarnElemDistored、、、這些點的問題怎么解除呢?求大神指教


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(1)
默認 最新
小月
初步判斷,是由于綁定時,主從面間距過大,導致從面節(jié)點被拖的太遠,引起網格畸變,計算失敗!
2017年1月9日
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