Topic: GFRP reinforcement; Lap-splice simulation.
Good evening Atena users,
I am simulating the four point bending test.
My topic is numerical investigation on the lap-splice length between Glass-Fiber-Polymer reinforcement and stainless steel reinforcement in concrete. I have three different lap splices. I need to define stress-strain relationship and bond strength-slip relationships for GFRP rebars. I have questions.
1). in Atena-GiD stress-strain relationship starts from 2 to 7 multilinear functions. As you know, GFRP shows almost linear relationship in tension test which has no yield strength.
So for Reinf 1 (yield strength ) which value should I enter? (I have tension test results).
Is it more accurate if I enter 7 multilinear function than 2 linear?
2). in 2D models, I am confused that I have 7 GFRP and 7 stainless steel rebars in tension zone. So How can I take into account this rebars in 2D? (If I enter 7 in the number of bars section under basics in GiD).
If anybody already simulated lap-splices before, please give me your e-mail or contact
Best regaards,
ErSultan