I am modelling a reinforced beam column joint using abaqus. I created cyclic load but the result was too bad so what is the best way to define the cyclic loading and how?
thank you.
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I am modelling a reinforced beam column joint using abaqus. I created cyclic load but the result was too bad so what is the best way to define the cyclic loading and how?
thank you.
Hi
Hi
If you can send me the cae file , I will inform you what is wrong with your model.........my email is: kakarevi [at] yahoo.com