Q. Which option is better for modelling the behavior of CFRP-confined concrete in ABAQUS?
a. Simulate the behavior of unconfined concrete and CFRP laminates separately.
b. Simulate the behavior of concrete as confined concrete (using fcc and εcc) and do not apply the CFRP sheets.
c. Simulate the behavior of concrete as confined concrete (using fcc and εcc) and at the same time, apply CFRP laminates around the confined concrete.
Hey Ali Reza...
Also it may cost for you but i think you can find for "a" Part in the below link:
https://numericalarchive.com/shop?olsPage=products%2Ffinite-element-analysis-of-unreinforced-concrete-cylinder-using-abaqus-cdp
and the FRP models in here:
https://numericalarchive.com/shop?olsPage=products%2Ffinite-element-analysis-of-reinforced-concrete-slab-strengthened-by-frp
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