Cohesive Fracture and Fiber Pullout Responses in Normal and SCC Fiber–Reinforced Concrete

Author:

Bhogone Manjunath V.1,Pazhankave Silpa S.2,Subramaniam Kolluru V. L.3ORCID

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Hyderabad, Hyderabad, Telangana 502285, India.

2. Graduate Assistant, Dept. of Civil, Environmental and Sustainable Engineering, Arizona State Univ., Phoenix, AZ 85281.

3. Professor, Dept. of Civil Engineering, Indian Institute of Technology Hyderabad, Rm. 310, Academic Block A, Indian Institute of Technology Hyderabad, Hyderabad, Telangana 502285, India (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference46 articles.

1. Pull-Out Behaviour of Hooked End Steel Fibres Embedded in Ultra-high Performance Mortar with Various W/B Ratios

2. The influence of fibre orientation on the post-cracking tensile behaviour of steel fibre reinforced self-compacting concrete;Abrishambaf A.;Frattura ed Integrita Strutturale,2015

3. Mechanical behaviour and fibre dispersion of hybrid steel fibre reinforced self-compacting concrete

4. Effect of mechanical clamping on the pull-out response of hooked steel fibers embedded in cementitious matrices;Alwan J.;Concr. Sci. Eng.,1999

5. Balaguru, P. N., and S. P. Shah. 1992. Fiber–reinforced cement composites. New York: McGraw-Hill.

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