civilmh
Civil/Environmental
- Aug 27, 2008
- 2
Hello,
I am analysing a 3-D model of concrete column under axial load. The concrete is modelled by Solid45 Element with William-Warnke for material of the concrete. The solution converges to the true results for small loads (approximately for 20 % of ultimate loads) but for larger loads does not. The warning message is “there are 2 small equation solver pivot terms”.
Please help me if you have any idea.
thanx
I am analysing a 3-D model of concrete column under axial load. The concrete is modelled by Solid45 Element with William-Warnke for material of the concrete. The solution converges to the true results for small loads (approximately for 20 % of ultimate loads) but for larger loads does not. The warning message is “there are 2 small equation solver pivot terms”.
Please help me if you have any idea.
thanx