Seismic Performances of FRP Reinforced Precast Segmental Geopolymer Concrete Bridge

This thesis presents shaking table tests and numerical results, investigating the seismic performance of bridge structures with precast segmental piers made of GPC and BFRP reinforcements and post-tensioning tendons. Key findings demonstrate the feasibility of replacing normal concrete with GPC and...

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Bibliographic Details
Main Author: Li, Canjun
Format: Thesis
Published: Curtin University 2025
Online Access:http://hdl.handle.net/20.500.11937/97315
Description
Summary:This thesis presents shaking table tests and numerical results, investigating the seismic performance of bridge structures with precast segmental piers made of GPC and BFRP reinforcements and post-tensioning tendons. Key findings demonstrate the feasibility of replacing normal concrete with GPC and steel with BFRP for more resilient, sustainable and durable structures, provide insights into the seismic performance of bridges, guide future design practices and promote the adoption of sustainable and durable materials in civil engineering.