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Experimentally Validated Numerical Analysis of Reinforced Concrete Slab-Column Connections Subjected to Punching Shear Cover

Experimentally Validated Numerical Analysis of Reinforced Concrete Slab-Column Connections Subjected to Punching Shear

Journal of Applied Engineering Sciences
Volume 10 (2020): Issue 2 (December 2020)
By: S.C. Floruț,  D.A. Popescu,  V. Stoian,  D. Dan,  T. Nagy-György and  V. Todea  
Open Access
|Nov 2020

Authors

S.C. Floruț

codrut.florut@upt.ro

Faculty of Civil Engineering, Politehnica University Timisoara, Timisoara, Romania

D.A. Popescu

dan.popescu@student.upt.ro

Faculty of Civil Engineering, Politehnica University Timisoara, Timisoara, Romania

V. Stoian

valeriu.stoian@upt.ro

Faculty of Civil Engineering, Politehnica University Timisoara, Timisoara, Romania

D. Dan

daniel.dan@upt.ro

Faculty of Civil Engineering, Politehnica University Timisoara, Timisoara, Romania

T. Nagy-György

tamas.nagy-gyorgy@upt.ro

Faculty of Civil Engineering, Politehnica University Timisoara, Timisoara, Romania

V. Todea

viorel.todea@student.upt.ro

Faculty of Civil Engineering, Politehnica University Timisoara, Timisoara, Romania
DOI: https://doi.org/10.2478/jaes-2020-0019 | Journal eISSN: 2284-7197
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Language: English
Page range: 125 - 132
Submitted on: Jul 24, 2020
|
Accepted on: Jul 31, 2020
|
Published on: Nov 11, 2020
Published by: University of Oradea, Civil Engineering and Architecture Faculty
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year
Keywords:
reinforced concrete,
flat slabs,
punching shear,
strengthening,
numerical modelling
Related subjects:
Engineering,
Introductions and overviews,
Engineering, other,
Electrical engineering,
Energy engineering,
Geosciences,
Geodesy,
Geosciences, other

© 2020 S.C. Floruț, D.A. Popescu, V. Stoian, D. Dan, T. Nagy-György, V. Todea, published by University of Oradea, Civil Engineering and Architecture Faculty
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

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