Experimental and analytical investigations of prefabricated segmental concrete beams post-tensioned with unbonded steel/FRP tendons subjected to impact loading
Author:
Funder
Australian Research Council
Publisher
Elsevier BV
Subject
Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Safety, Risk, Reliability and Quality,Aerospace Engineering,Automotive Engineering,Civil and Structural Engineering
Reference75 articles.
1. Towards next generation design of sustainable, durable, multi-hazard resistant, resilient, and smart civil engineering structures;Hao;Eng Struct,2023
2. Flexural behaviour of precast segmental concrete beams internally prestressed with unbonded CFRP tendons under four-point loading;Le;Eng Struct,2018
3. Performance of precast segmental concrete beams posttensioned with carbon fiber-reinforced polymer (CFRP) tendons;Le;Compos Struct,2019
4. Numerical investigation of flexural behaviours of precast segmental concrete beams internally post-tensioned with unbonded frp tendons under monotonic loading;Tran;Eng Struct,2021
5. Numerical study on bending response of precast segmental concrete beams externally prestressed with FRP tendons;Tran;Eng Struct,2021
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