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Global performance indicator (GPI) approach to predict the steel fiber reinforced concrete strength with error analysis

  • Published:2024-01-19 Issue:1 Volume:20 Page:123-137
  • ISSN:1687-4048
  • Container-title:HBRC Journal
  • language:en
  • Short-container-title:HBRC Journal

Author:

Shende A. M.1,Kadam A. D.2,Pathan Mohd Gulfam1,Wankhade Rajan L.3ORCID

Affiliation:

1. Faculty of Civil Engineering, Priyadarshini J. L. College of Engineering, Nagpur, Maharashtra, India

2. Faculty of Mechanical Engineering, Priyadarshini J.L. College of Engineering Nagpur, Nagpur, Maharashtra, India

3. Applied Mechanics Department, Government Polytechnic Bramhapuri, Chandrapur, Maharashtra, India

Publisher

Informa UK Limited

Reference29 articles.

1. Effects of Manufacturing Techniques on the Flexural Behavior of Steel Fiber-Reinforced Concrete

2. Shear strength of normal and high-strength fibre reinforced concrete beams without stirrups;Khuntia M;Struct J,1999

3. Uni-axial tension test for steel fibre reinforced concrete

4. Flexural strain and crack width measurement of steel-fibre-reinforced concrete by optical grid and electrical gauge methods

5. Shear strength of steel fibre-reinforced concrete beams without stirrups;Kwak YK;ACI Struct J,2002

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