Flexural and cracking performance of ultra-high performance concrete beams with high-strength steel reinforcements

Author:

Zhang Jianxin12,Zhai Yueyang1,Zhao Xiaoxue1,Chen Pang12,Zhang Tingwei1

Affiliation:

1. School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin PR China

2. Civil Engineering Technology Research Center of Hebei Province, Hebei University of Technology, Tianjin, PR China

Funder

National Natural Science Foundation of China

Central Guidance Local Science and Technology Development Project, China

Science and Technology Research Project of Higher Education Institutions in Hebei Province, China

Fundamental Research Funds for the Central Universities, Civil Aviation University of China

Publisher

Informa UK Limited

Reference45 articles.

1. Aaleti, S., Petersen, B., & Sritharan, S. (2013). Design guide for precast UHPC waffle deck panel system, including connections. Federal highway administration.

2. Experimental and numerical investigation of flexural behavior of hybrid fiber reinforced high strength incorporating binary and ternary blend of ultra fines

3. ACI Committee 318. (2011). Building code requirements for structural concrete (ACI 318-11). American Concrete Institute.

4. Effect of Types of Concrete on Flexural Behavior of Beams Reinforced with High-Strength Steel Bars

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