| Issue |
MATEC Web Conf.
Volume 279, 2019
10th International Scientific Conference Building Defects (Building Defects 2018)
|
|
|---|---|---|
| Article Number | 02005 | |
| Number of page(s) | 6 | |
| Section | Mechanical and Materials Engineering | |
| DOI | https://doi.org/10.1051/matecconf/201927902005 | |
| Published online | 12 April 2019 | |
Investigation of longitudinal reinforcement contribution in shear punching of reinforced concrete flat slabs without transverse reinforcement
1
Institute of Civil Engineering and Architecture, Ural Federal University, 19, Mira st., Ekaterinburg, 620002, Russia
2
TECHСON, 50а, Lenina st., Ekaterinburg, 620075, Russia
3
Ural Branch of the Russian Academy of Sciences, Science and Engineering Center "Reliability and Safety of Large Systems and Machines", 91, Pervomayskaya st., Ekaterinburg, 620041, Russia
Corresponding author: megg@bk.ru
The shear punching of the reinforced concrete slabs is a complex process occurring when considerable force is concentrated on the relatively small area of a column-slab connection. An incorrect assessment of load capacity of slab under the punching shear may lead to an accident. One of the most significant factors affecting the slab capacity is longitudinal reinforcement. In this article much attention is given to the analysis of the longitudinal rebar impact on the maximum loading capacity of reinforced concrete slabs without transverse reinforcement affected by punching shear force using the finite element method. The results obtained via the finite element simulation are compared with laboratory tests and manual calculations carried-out using various methods represented in different national building Codes of practice.
© The Authors, published by EDP Sciences, 2019
This is an open access article distributed under the terms of the Creative Commons Attribution License 4.0 (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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