Search results for query: *

I am using ANSYS APDL for the analysis. I want to select some elements from the model after doing my analysis but due to deformation of the model the elements location change and are not selected by suitable commands. If somebody could help me in getting the pre-analysis geometry that will be...

I am doing non linear analysis of girders and the same is not converging it is showing error after 37th sub step. please recommend some remedies.

(1)I use NUMMRG,ALL command in ANSYS APDL and when I run Modal analysis its showing the areas are not glued together. Does NUMMRG,ALL command glues together all the surfaces. I am attaching the MACRO below. (2) And the last line in the code "*SET,TSF,YSF *(1+FS), ! TRUE STRESS OF FLANGE...

HELLO, I HAVE DONE THE NON LINEAR BUCKLING ANALYSIS OF A BEAM. WHEN I PLOT LOAD - DEFLECTION CURVE ITS SHOWING A LINEAR GRAPH WHICH SHOULD NOT BE SO. PLEASE SUGGEST ME HOW CAN I GET THE NON LINEAR PLOT.

The erroe message given by the APDL is , Area 1 is irregular, cannot be map meshed with quadrilaterals'.

I need to impart the first buckling mode as the imperfections in a beam and perform the non-linear analysis of a steel I section In ANSYS APDL. How can I do the same?

IS there any way to know if the areas are glued together and whether the mesh attributes are attributed to different areas. Thank you

I am trying to validate a corrugated web girder as shell element having different web and flange properties. But the solution is not converging.The web and flange are are glued together. please suggest me how i can over come the same. I get the error message" Solution not converged at time...