Impact responses of precast hollow reinforced concrete beams with prestress tendons using high-fidelity physics-based simulations

Author:

Do Tin V.,Pham Thong M.,Gehl Asher,Hao Hong,Nguyen Trong Phuoc

Publisher

Elsevier BV

Subject

General Engineering,General Materials Science

Reference57 articles.

1. Seismic performance of precast hollow bridge piers with different construction details;Wang;Front. Struct. Civ. Eng.,2014

2. Large-scale seismic tests of tall concrete bridge columns with precast segmental construction;Wang;Earthquake Eng. Struct. Dyn.,2008

3. Distinguished Impact Response of Hollow Reinforced Concrete Beams under Impact Loading;Pham;ACI Spec. Publ.,2021

4. T.V. Do, A. Gehl, T.M. Pham, H. Hao, Impact response of hollow RC beams: experimental and numerical investigation, in: International Association of Protective Structures (IAPS) – Australian Chapter 2020 Workshop, Canberra, Australia, 2020.

5. Impact behavior of FRP-strengthened RC beams without stirrups;Pham;J. Compos. Constr.,2016

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