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How to consider shear deformation effect in thin-walled FRP I-section beams in ABAQUS, for beams having low Length-to-depth ratios, i.e., L/d=3 ?

Himanshu Chawla's picture

I modeled the beam with solid element and shell elements, in both cases load-deflection response is same. When I modeled the beam the shell element, I have prevented the shear locking effect by using reduced integration technique, i.e., by taking S4R element. The deflection of beam obtained from ABAQUS is lesser than actual deflection of beam.

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