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Thanks for your reply. This is exactly how I have been trying. I will get back to you if I face some additional difficulty later.

Thanks for the reply.
I was thinking about using subroutine. But I am not very conversant with use of subroutine. Can you please help a little more in what to write in USDFLD subroutine. I have used...

Further,
*NO TENSION and *NO COMPRESSION can carry out the work only if it allows elastic-plastic material behaviour. *NO TENSION and *NO COMPRESSION is restricted to elastic material only, which do...

Thanks for the reply...I triel with seveal material models available in Abaqus noting seems to have worked. also, I am not concerned with the amount of strain. I am interested in a perfectly...

Thanks for the reply everyone.

Yes this is a special kind of steel and i have no more data other than the one mentioned.

Also, with
*ELASTIC 210000,0.3
*PLASTIC
10,-100.0
...

Thank you for your quick reply.

But the problem I am dealing with is a variety of steel which has high yield strength in tension and very low in compression. Thins like cohessive yield strength...

hello eveyone,
I am relatively new with abaqus subroutines. Can anyone please let me know how Isotropic material with different elasto-plastic behavior in tension and in compression can be modelled...