Title: Plastic Hinge Length of Shape Memory Alloy (SMA) Reinforced Concrete Bridge Columns

Author(s): Meraj Rubayat Kamal

Publication: Web Session

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Date: 3/28/2022

Abstract:
Predicting the plastic hinge length accurately is an important part of the seismic design of bridge piers. This study focuses on deriving an analytical expression for the plastic hinge length of shape memory alloy (SMA) reinforced concrete (RC) bridge pier based on the results from well-calibrated nonlinear finite element models. A parametric study was performed to investigate the effect of different parameters on the plastic hinge length, including axial load ratio, aspect ratio, concrete strength, SMA properties, longitudinal and transverse reinforcement ratio. Multivariate regression analysis was performed to develop an expression to estimate the plastic hinge length in the SMA-RC bridge pier. The results are compared with the existing plastic hinge length equations. The proposed equation was validated against test results which showed reasonable accuracy.