Crack propagation behavior of ultra-high-performance concrete (UHPC) reinforced with hybrid steel fibers under flexural loading

Author:

Niu Yanfei,Wei JiangxiongORCID,Jiao Chujie

Funder

National Key Research and Development Program of China

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference26 articles.

1. EH Yang, KH Tan, Flexural behavior of ultra-high performance hybrid fiber reinforced_concrete at the ambient and elevated temperature;Li;Constr. Build. Mater.,2020

2. Effects of the strain rate and fiber blending ratio on the tensile behavior of hooked steel fiber and polyvinyl alcohol fiber hybrid reinforced cementitious composites;Son;Cem Concr Compos.,2020

3. ST Kang, L Yun, YD park, et al., Tensile fracture properties of an Ultra High Performance Fiber Reinforced Concrete (UHPFRC) with steel fiber, Compos Struct. 92(1) (2010) 61-71.

4. Assessing drying shrinkage and water permeability of reactive powder concrete produced in Hong Kong;Tam;Constr. Build. Mater.,2012

5. Fracture processed of hybrid fiber reinforced mortar;Lawler;J. ACI Mater.,2002

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