Hello
I am having issues with the fundamentals of uel subroutine. So the FORTRAN code I developed was for the plane stress problem but when I use that same subroutine for a plane strain problem by just changing the constitutive matrix (C matrix), it is not giving the correct results as compared to ABAQUS. I am sorry this problem is bugging me for some days! If you can give me your insights I will be really really grateful to you. Thank you very very much I am sorry again this is the zip file where I added the FORTRAN file and input file both for Abaqus and for the subroutine, I am surely doing some mistakes if you can let me know I will be very grateful to you.
i SEE NOW SOW i SUGEST TO SEE DIFRENCY BETVEN DESPLASMENTS AND SAME MATRIX IF YOU CAN FIND MY FRATELLO ANOTHER COMP PROGRAM TRY TO START AGAIN SEE ADVANCE FORTRAN OR MAT LAB OR PLAXIS, HOPE THAT THI WILL HELP YOU AND MUCH LUCK TOMOROW I WILL SEE TO START AND TO FIND MISTAKE IN DETAIL!
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