Vehicular Impact Resistance of FRP-Strengthened RC Bridge Pier

Author:

Li Ruiwen1,Zhang Nan2,Wu Hao3ORCID,Jia Pengcheng2

Affiliation:

1. Lecturer, School of Civil Engineering and Architecture, Xi’an Univ. of Technology, Xi’an 710048, China.

2. Graduate Student, School of Civil Engineering and Architecture, Xi’an Univ. of Technology, Xi’an 710048, China.

3. Professor, Dept. of Disaster Mitigation for Structures, College of Civil Engineering, Tongji Univ., Shanghai 200092, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference46 articles.

1. AASHTO. 2017. AASHTO LRFD bridge design specifications. 8th ed. Washington, DC: AASHTO.

2. ACI (American Concrete Institute). 2008. Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. ACI 440.2 R-08. Farmington Hills, MI: ACI.

3. Crushing response of CFRP and KFRP composite corrugated tubes to quasi-static slipping axial loading: Experimental investigation and numerical simulation

4. Altair HyperWorks. 2014. Accessed November 1 2021. https://www.altair.com/customer-support.

5. Performance-Based Design Framework for Bridge Piers Subjected to Truck Collision

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