Experimental Investigation of Precast Bridge Deck Panels with Novel High-Performance Connections under Fatigue Loading

Author:

Hu Menghan1,Jia Zhenlei2,Han Qiang3,Xu Li4,Jiao Chiyu5,Long Peiheng6

Affiliation:

1. Postdoctoral Scholar, School of Civil and Transportation Engineering, Beijing Univ. of Civil Engineering and Architecture, Beijing 100044, China.

2. Assistant Researcher, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China (corresponding author).

3. Professor, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China.

4. Professor, College of Civil Engineering, Fuzhou Univ., Fuzhou 350108, Fujian, China.

5. Professor, Engineering Structure and New Materials Research Center of Beijing Higher Education Institutions, Beijing Univ. of Civil Engineering and Architecture, Beijing 100044, China; Multifunctional Shaking Tables Laboratory, Beijing Univ. of Civil Engineering and Architecture, Beijing 100044, China.

6. Professor, School of Civil and Transportation Engineering, Beijing Univ. of Civil Engineering and Architecture, Beijing 100044, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference37 articles.

1. AASHTO (American Association of State Highway and Transportation Officials). 2017. AASHTO LRFD bridge design specifications. 8th ed. Washington, DC: AASHTO.

2. Fatigue Flexural Behavior of Corroded Reinforced Concrete Beams Repaired with CFRP Sheets

3. CABP (China Architecture & Building Press). 2012. Standard for test method of concrete structures. GB/T 50152-2012. Beijing: CABP.

4. CABP (China Architecture & Building Press). 2019. Standard for test methods of concrete physical and mechanical properties. GB/T 50081-2019. Beijing: CABP.

5. CBMP (China Building Material Press). 2018. Fundamental characteristics and test methods of ultra-high performance concret. T/CCPA 7-2018. Beijing: CBMP.

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