Transcription of Finite Element Analysis of Reinforced Concrete Beam …
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Finite Element Analysis of Reinforced Concrete Beam …
1200 Abstract Reinforced Concrete (RC) beam -column connections especially those without transverse reinforcement in joint region can exhibit brittle behavior when intensive damage is concentrated in the joint region during an earthquake event. Brittle behavior in the joint region can compromise the ductile design philosophy and the expected overall performance of structure when subjected to seismic loading. Con-sidering the importance of joint shear failure influences on strength, ductility and stability of RC moment resisting frames, a Finite Element modeling which focuses on joint shear behavior is present-ed in this article. Nonlinear Finite Element Analysis (FEA) of RC beam -column connections is performed in order to investigate the joint shear failure mode in terms of joint shear capacity, defor-mations and cracking pattern.
1200 Abstract Reinforced concrete (RC) beam-column connections especially those without transverse reinforcement in joint region can exhibit brittle
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