Bond behavior and anchorage length of 18-mm-diameter steel strands embedded in ultra-high-performance concrete: an experimental and analytical study

Author:

Zhan Yulin12,Li Zhilun1,Yue Fanfan1,Wang Yudong1,Liu Chudong3,Li Yingxiong45

Affiliation:

1. Department of Bridge Engineering, Southwest Jiaotong University, Chengdu, China

2. Institute of Civil Engineering Materials, Southwest Jiaotong University, Chengdu, China

3. Guangdong Communication Planning & Design, Institute Group Co., Ltd, Guangzhou, China

4. Institute of Smart City and Intelligent Transportation, Southwest Jiaotong University, Chengdu, China

5. Guangdong Provincial Key Laboratory of Modern Civil Engineering Technology, Guangzhou, China

Funder

National Natural Science Foundation of China

Sichuan Science and Technology Program

Sichuan Provincial Transportation Technology Project

Fundamental Research Funds for the Central Universities

cience and Technology Program of Returned Personnel Studying abroad in Sichuan

Guangdong Provincial Key Laboratory of Modern Civil Engineering Technology

Publisher

Informa UK Limited

Reference44 articles.

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

2. Modeling Damage and Failure in Pretensioned Concrete Girders Fabricated with Large-Diameter Strands

3. ACI Committee 318. (2019). Building code requirements for structural concrete (ACI 318–19) and commentary. Farmington Hills, MI: American Concrete Institute.

4. Bond performance of prestressing strand in self-consolidating concrete

5. ASTM A1081. (2012). Standard test method for evaluating bond of seven-wire steel prestressing strand. West Conshohocken, PA: ASTM International.

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