Punching Shear Enhancement of Flat Slabs with Partial Use of Ultrahigh-Performance Concrete

Author:

Zohrevand Pedram1,Yang Xiong2,Jiao Xin2,Mirmiran Amir3

Affiliation:

1. Research Assistant Professor, Dept. of Civil and Environmental Engineering, Florida International Univ., Miami, FL 33174.

2. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Florida International Univ., Miami, FL 33174.

3. Vasant H. Surti Professor and Dean, College of Engineering and Computing, Florida International Univ., Miami, FL 33174 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference37 articles.

1. ACI (American Concrete Institute). (2011). “Building code requirements for structural concrete (ACI 318-11) and commentary.” ACI 318-11 Farmington Hills MI.

2. Retrofit of slab column interior connections using shear bolts;Adetifa B.;Struct. J.,2005

3. Punching shear tests of concrete slab-column joints containing fiber reinforcement;Alexander S. D. B.;Struct. J.,1992

4. Anderson J. L. (1963). “Punching of concrete slabs with shear reinforcement.” Rep. No. 212 Royal Institute of Technology Stockholm Sweden.

5. Punching Shear Strengthening of Reinforced Concrete Flat Plates Using Carbon Fiber Reinforced Polymers

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