Hello everyone,
I have an Abaqus Element C3D8I and REBAR question
I have a concrete model using element C3D8I as a solid element.
Then, I used REBAR option to define single rebar in
3-D continuum elements C3D8I.
but, when i check the E11 and S11 of rebar from .dat file
it's 10 times less stress and strain compare to the hand calculation
Can anyone tell me why????
Is anyone can send me an example how to define a rebar in
a concrete element??
Thank you for you time
Qui
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