Hi,
I have to modelize simple support in slab supported by 4 simple supports. But I need to modelize with square dimension (500 x 500 mm). Only the head of column. I did it but I find negative moemnt, How to vanish this moment. Because I did n't have fixed only simple support.
Thanks
How to view the distribution of stress and strain in Abaqus? Knowing I have used Concrete Damaged Plasticity (CDP) model. How we can demarcated the fracture zone process?
Thank you