03 March 2019 1 6K Report

I'd like to have some explanation

More Gianclaudio Pinto's questions See All
Is it possible to use Concrete damaged plasticity model with two different type of concrete in the same model?

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...

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Time incrementation Concrete plasticity model: What does the increment depends from?

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...

03 April 2019 8,699 2 View

How to realize properly a crack analysis on a reinforced concrete structure (not beam,slabs or column)?

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...

03 April 2019 9,225 5 View

Different rappresentation PE MAX. principal stress and DAMAGET

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 520 4 View

Time incrementation Concrete plasticity model: What does the increment depends from?

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...

01 January 1970 9,982 6 View

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