Study and data-driven modeling of flexural behaviors of ultra-high-performance concrete reinforced by milling steel fiber

Author:

Yang Yibo12,Chen Baixi3ORCID,Xia Yinggan2,Liu Shaokun2,Xiao Qifeng2,Guo Wenying2,Wang Hengchang2

Affiliation:

1. State Key Laboratory of Subtropical Building and Urban Science, South China University of Technology, Guangzhou, China

2. School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, China

3. Department of Mechanical Engineering, University of Wisconsin-Madison, Madison, Wisconsin, USA

Funder

Water Resource Science and Technology Innovation Program of Guangdong Province

Provincial Undergraduate Training Programs for Innovation and Entrepreneurship of South China University of Technology

Qingyuan Science and Technology Plan Project of Guangdong Province

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,General Mathematics,Civil and Structural Engineering

Reference44 articles.

1. J.J. Park, S.T. Kang, K.T. Koh, and S.W. Kim, Influence of the ingredients on the compressive strength of UHPC as a fundamental study to optimize the mixing proportion, Proceedings of the 2nd International Symposium on Ultra High Performance Concrete, Kassel University Press GmbH, Kassel, Germany, 2008, pp. 105–112.

2. Development of a high strength cementitious grout for filling the joints of UHPC permanent formwork

3. Effect of admixtures and PVA fiber on the mechanical properties of high strength cementitious grout

4. Performances of Concrete Columns with Modular UHPC Permanent Formworks Under Axial Load

5. Application of Ultra-High Performance Concrete in bridge engineering

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