Experimental Study on the Flexural Behavior of a Novel Nonprismatic Prestressed UHPC Composite Box Girder with Corrugated Steel Webs

Author:

Li Huihui1,Li Lifeng2ORCID,Du Chunjin3,Ye Meng4,Shao Xudong5,Zhou Cong6

Affiliation:

1. Postdoctoral Researcher, College of Civil and Transportation Engineering, Shenzhen Univ., Shenzhen 518060, China; Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen Univ., Shenzhen 518060, China.

2. Professor, College of Civil Engineering, Hunan Univ., Changsha 410082, China (corresponding author). ORCID: .

3. Graduate Student, College of Civil Engineering, Hunan Univ., Changsha 410082, China.

4. Ph.D. Candidate, College of Civil Engineering, Hunan Univ., Changsha 410082, China.

5. Professor, College of Civil Engineering, Hunan Univ., Changsha 410082, China.

6. Lecturer, School of Civil Engineering, Hunan Univ. of Science and Technology, Xiangtan 411201, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference71 articles.

1. Aaleti, S., B. Petersen, and S. Sritharan. 2013. Design guide for precast UHPC waffle deck panel system, including connections. Publication No. FHWA-HIF-13-032. Washington, DC: Federal Highway Administration.

2. ABAQUS Software Package. 2016. Dassault systèmes simulia corp. Providence, RI: ABAQUS.

3. AFNOR (Association Francaise de Normalisation). 2016a. Concrete-ultra-high performance fibre-reinforced concrete-specifications, performance, production and conformity. NF P 18-470. Paris: AFNOR.

4. AFNOR (Association Francaise de Normalisation). 2016b. National addition to Eurocode 2-design of concrete structures: Specific rules forultra-high performancefibre-reinforced concrete (UHPFRC). NFP18-710. Paris: AFNOR.

5. Assessment of fibre orientation in ultra high performance fibre reinforced concrete and its effect on flexural strength

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