Thank you for excellent tutorial, I need help in modelling creep crack growth and determinations of creep parameters namely J integral and C* for C(T) steel specimen.
Very nicely explained thank you. I have one question, "Abaqus by default gives option in step, but here you used Dynamic Explicit and checked the kinetic energy to see whether it is Quasi static or not.....Why didn't you prefer using default Quasi Static/ Dynamic Implicit option, are there any differences between these two or the results we receive will be same.?
Please, put tutorials on arc welding and water jet cutting and crack growth with XFEM method... and, also I have a problem in linking Fortran with Abaqus 2016, can you put a video and show us how to do it Thank you
Sir, With reference to Abaqus Documentation-6.10,Under Chapter-6 i.e.Analysis procedure,Page no: 6.2.1-1 (or) Page no:6.2.5-1, can you please give Demo on the Quasi Static Analysis with respect to Abaqus standard,which includes time dependent material response(Creep,Swelling,Viscoelasticity and two layer viscoplasticity). It will be very helpful.
Awesome video! Thank you!
Thank you for excellent tutorial, I need help in modelling creep crack growth and determinations of creep parameters namely J integral and C* for C(T) steel specimen.
keep up the good work very helpful
Very nicely explained thank you.
I have one question, "Abaqus by default gives option in step, but here you used Dynamic Explicit and checked the kinetic energy to see whether it is Quasi static or not.....Why didn't you prefer using default Quasi Static/ Dynamic Implicit option, are there any differences between these two or the results we receive will be same.?
Please, put tutorials on arc welding and water jet cutting and crack growth with XFEM method...
and, also I have a problem in linking Fortran with Abaqus 2016, can you put a video and show us how to do it
Thank you
hello sir,
Do you think explicit temp-disp analysis can be used to simulat the thermal expansion problems just like in Abaqus standard?
Sir,
With reference to Abaqus Documentation-6.10,Under Chapter-6 i.e.Analysis procedure,Page no: 6.2.1-1 (or) Page no:6.2.5-1,
can you please give Demo on the Quasi Static Analysis with respect to Abaqus standard,which includes time dependent material response(Creep,Swelling,Viscoelasticity and two layer viscoplasticity).
It will be very helpful.
How to know displacement value?? From this simulation
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Thank you for tutorial. I faced some problems in modelling.Can sir help me?