Punching Shear Strength Model for Reinforced Concrete Flat Slabs with Openings

Author:

Marques Marília G.1ORCID,Liberati Elyson A. P.2,Gomes Ronaldo B.3ORCID,Carvalho Alessandra L.4ORCID,Trautwein Leandro M.5

Affiliation:

1. Professor, Institute of Exact Sciences and Technology, Federal Univ. of Viçosa, Rio Paranaiba 38810-000, Brazil (corresponding author). ORCID: .

2. Professor, Dept. of Civil Engineering, State Univ. of Maringá, Maringá 87020-900, Brazil.

3. Professor, School of Civil Engineering, Federal Univ. of Goiás, Goiânia 74605-220, Brazil. ORCID:

4. Professor, Dept. of Engineering School, Civil Engineering, Pontifical Catholic Univ. of Goiás, Goiânia 74605-010, Brazil. ORCID:

5. School of Civil Engineering, Architecture and Urban Design, State Univ. of Campinas, Campinas 13083-889, Brazil.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference22 articles.

1. Effect of opening size and location on punching shear behaviour of two-way RC slabs

2. Cages of Inclined Stirrups as Shear Reinforcement for Ductility of Flat Slabs

3. Experimental investigations on moment redistribution and punching shear of flat plates;Choi J.;ACI Struct. J.,2012

4. Size Effect on Punching Strength of Reinforced Concrete Slabs without and with Shear Reinforcement

5. Gomes R. B. 1991. “Punching resistance of reinforced concrete flab slabs with shear reinforcement.” Ph.D. thesis Faculty of Engineering Polytechnic of Central London.

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