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Creep behavior of steel fiber reinforced reactive powder concrete at high temperature

  • Published:2019-04 Issue: Volume:205 Page:321-331
  • ISSN:0950-0618
  • Container-title:Construction and Building Materials
  • language:en
  • Short-container-title:Construction and Building Materials

Author:

Abid Muhammad,Hou Xiaomeng,Zheng Wenzhong,Hussain Raja Rizwan,Cao Shaojun,Lv Zhihao

Funder

National Natural Science Foundation of China

postdoctoral scientific research developmental fund of Heilongjiang Province

foundation of key lab of structures dynamic behavior and control of the ministry of education, Harbin Institute of Technology

Publisher

Elsevier BV

Subject

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

Reference53 articles.

1. Reactive powder concretes with high ductility and 200–800 MPa compressive strength;Richard;ACI Spec. Publ.,1994

2. Effects of steel fiber and strain rate on the dynamic compressive stress-strain relationship in reactive powder concrete;Hou;Constr. Build. Mater.,2018

3. Development of ultra-high performance engineered cementitious composites using polyethylene (PE) fibers;Yu;Constr. Build. Mater.,2018

4. The effect of high temperature on reactive powder concrete;Canbaz;Constr. Build. Mater.,2014

5. Effects of high-pressure/temperature curing on reactive powder concrete microstructure formation;Helmi;Constr. Build. Mater.,2016
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