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Questions related from Gianclaudio Pinto
I'm using cdp model on a reinforced concrete structure in which there are two different type of concrete (C45/55 and C55/67). Oce the analysis starts it is almost impossible to reach convergence...
05 May 2019 9,941 6 View
If you had a reinforced concrete stucture what kind of analysis would you do about the crack? Would you do the smeared cracked model? Beacause I've almost finished the concrete damaged plasticity...
04 April 2019 9,214 5 View
I'm doing a non linear analysis on a simple concrete beam using concrete plasticity damaged model to get results about cracks. The problem is that the analysis goes on with very small increments...
04 April 2019 8,687 2 View
I'd like to have some explanation
03 March 2019 5,814 1 View
These two output variables show almost the same result in the visualisation module in Abaqus. So my question is: should I check the PE max principal stress for the crack propagation or the...
01 January 1970 492 4 View
01 January 1970 9,969 6 View