Attached is the model from Abaqus that i've made. As you can see the concrete is all blue (i'm assuming it is in compression?) the only stress/strain variation is in the steel rebars/reinforcement. It does not show any red color (tensile?) eventhough i have imposed reversed loading on the model. Can anyone help me point out where i did wrong?
The data is in S, Mises.
Hi, have you tried to hide rebar from current viewport in display group menu?
Did you see the strains not the stresses? The concrete parts and rebars move together. It means that the strains of the concrete parts and the rebars are the same. The Young's coefficient of steel is 7 to 10 times higher than that of concrete. Thus, the stresses in rebars are 7 to 10 times higher than the stresses in concrete part. The stresses in concrete parts are relatively very low and they are all expressed in blue color.
https://www.youtube.com/watch?v=icvBTjjfFIg&list=PLJnI4AlLzRgw-CMSy9j9PDu_2C-d4ZZDn
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