A Review on Dynamic Analysis of FRP Bridge Deck Structure

Abstract

Bridges with FRP decks are gaining quality, and there's a growing ought to perceive the behavior of FRP deck bridges. The characteristics of bridges with FRP decks are considerably completely different from those of bridges with ancient concrete decks. For this reason, careful finite part analyses are employed in the current study to research the load distribution and also the dynamic response of FRP deck bridges. The present study includes the modal and transient analysis of bridge slabs subjected to moving load by use of ABAQUS computer software. Many RCC bridge decks are showing signs of distress because of corrosion of the reinforcements a lot of before their style generation cost. In this treatise work, the structural behavior of the FRP bridge structure is studied. During this thesis, finite part analysis is conducted by ABAQUS on the Boyer Bridge in Pennsylvania.