Finite Element Model for Concrete Slab-Column Connections with Shear Reinforcement-Reference-Cited by-同舟云学术

Finite Element Model for Concrete Slab-Column Connections with Shear Reinforcement

Published:2023-12 Issue:12 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Beaulieu Patrick Michel¹,Polak Maria Anna²^ORCID

Affiliation:

1. Research Associate, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12386

Reference34 articles.

1. Retrofit of interior slab-column connections for punching using shear bolts;Adetifa B.;ACI Struct. J.,2005

2. New methodology for calculating damage variables evolution in plastic damage model for RC structures;Alfarah B.;Eng. Struct.,2016

3. Beaulieu P. M. 2022 “Nonlinear finite element analysis of reinforced concrete slab-column connections with headed stud/bolt shear reinforcement subjected to punching shear.” Masters thesis Dept. of Civil and Environmental Engineering Univ. of Waterloo.

4. CEB-FIP MODEL CODE 1990

5. Shearhead reinforcement for slabs;Corley W. G.;ACI Struct. J.,1968

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1. Unified modelling approach with concrete damage plasticity model for reliable numerical simulation: A study on thick flat plates under eccentric loads;COMPUT CONCRETE;2024

2. A Study on the Effects of Punch-to-Span Ratio and Longitudinal Reinforcement Eigenvalues on the Bearing Capacity of RC Slab–Column Connections;Buildings;2024-01-12