frd03
Structural
- Feb 11, 2007
- 22
Hi all,
I started recently to work with Abaqus using thermal cicling loading and plasticity. To a first model ( a carbon steel pipe ) I used several steps increasing and decreasing the temperature values ( temp. room up to temp. max. and return to room ) and initially I think that were presented good results but looking for better modelling and results I have some doubts, like:
a) I used the step times and increment as default ( 1 ) and how I do not have time-dependent material properties ( like creep )I thought that this would not be important. Is it right ?
b) I would like to introduce "cycle hardening" with goal to get or verify ( if to happen) " mean stress relaxation" and I choosed the sub-options inside of plastic properties, the program asked me "combined" and I put to "cycle hardening" the yeld stress and plastic rate, similar to plastic datas field imput before ( because I do not have specifc material tests ). Could I work this way ? or would have a better way ?
Thanks for the help !
I started recently to work with Abaqus using thermal cicling loading and plasticity. To a first model ( a carbon steel pipe ) I used several steps increasing and decreasing the temperature values ( temp. room up to temp. max. and return to room ) and initially I think that were presented good results but looking for better modelling and results I have some doubts, like:
a) I used the step times and increment as default ( 1 ) and how I do not have time-dependent material properties ( like creep )I thought that this would not be important. Is it right ?
b) I would like to introduce "cycle hardening" with goal to get or verify ( if to happen) " mean stress relaxation" and I choosed the sub-options inside of plastic properties, the program asked me "combined" and I put to "cycle hardening" the yeld stress and plastic rate, similar to plastic datas field imput before ( because I do not have specifc material tests ). Could I work this way ? or would have a better way ?
Thanks for the help !