I have a curved beam with shell elements, if I have to take the what is the torsional moment in each section what axis section force - shear should I take in Abaqus to find the shear in the top and bottom flange and multiple by their distance to get torsional moment. I have attached the image of...
I have modelled a K-cross frame using S4R shell elements, image of this is attached in this message. The diagonal members in the cross-frames are angle members. Now if I have want to see the normal stresses in the diagonal members can I take SF1 of the elements and divide by thickness?? Will it...
For the pressure moving load can we write subroutine in circular coordinate system? Because if I use Cartesian system i end up in very complex equations for pressure load for moving vehicle. Could anyone please tell me can we use circular coordinate system in *DLoad subroutine
I have to give a truck loading on a bridge and get influence surface. How can I do moving load analysis for concentrated load, because for pressure load we can use Fortran subroutine but concentrated load there is no option for user defined type of loading. Could anyone please explain how to...
I want node number with their coordinates as output. Coordinates we can get by requesting for COORD field output.
Can some help me how to get the node number along with coordinates through python code
Also how to get the nodal stresses through python script if we use path it will provide us...
Hi all
I am getting this error when I give MPC tie/beam/link between two parallel plates could anyone please tell me the reason and how to rectify it.
Solver problem. Zero pivot when processing D.O.F. 1 of 1 nodes. The nodes have been identified in node set WarnNodeSolvProbZeroPiv_1_1_1_3_3...
