Abstract
From past earthquakes, it has been found that the large residual displacement of bridges after seismic events could be one of the major causes of instability and serviceability disruption of the bridge. The shape memory alloy bars have the ability to reduce permanent deformations of concrete structures. This paper represents a new approach for retrofitting and seismic rehabilitation of previously designed bridge columns. In this concept, the RC bridge column was divided into three zones. The first zone in the critical region of the column where the plastic hinge is possible to occur was retrofitted with near-surface mounted shape memory alloy technique and wrapped with FRP sheets. The second zone, being above the plastic hinge, was confined with Fiber-Reinforced Polymer (FRP) jacket only, and the rest of the column left without any retrofitting. For this purpose, five types of shape memory alloy bars were used. One rectangular and one circular RC bridge column was selected and retrofitted with this proposed technique. The retrofitted columns were numerically investigated under nonlinear static and lateral cyclic loading using 2D fiber element modeling in OpenSees software. The results were normalized and compared with the as-built column. The results indicated that the relative self-centering capacity of RC bridge piers retrofitted with this new approach was highly greater than that of the as-built column. In addition, enhancements in strength and ductility were observed.
Highlights
It is observed that the majority of seismic design or retrofitting guidelines for RC bridges have focused to ensure the ductile behavior of the bridge under seismic loads and to prevent failure under exceptionally strong earthquakes [1,2]
This philosophy makes the bridge columns suffer from extensive damage and large residual deformation will appear in the bridge columns and subsequently the service of the bridge will be interrupted
Several researchers have experimentally investigated the effect of Fiber-Reinforced Polymer (FRP) jacketing on the RC bridge columns performance and the results showed that the ductility capacity and energy dissipation have improved [4,5,6]
Summary
It is observed that the majority of seismic design or retrofitting guidelines for RC bridges have focused to ensure the ductile behavior of the bridge under seismic loads and to prevent failure under exceptionally strong earthquakes [1,2]. This philosophy makes the bridge columns suffer from extensive damage and large residual deformation will appear in the bridge columns and subsequently the service of the bridge will be interrupted. Despite the advantages of this method, notable residual deformations were observed, which highly affect the serviceability of the bridge after the earthquake [7,8,9]
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