Detail publikace

Study of Flat Slabs Strengthening against Punching Shear

NOVÁČEK, J. ZICH, M.

Originální název

Study of Flat Slabs Strengthening against Punching Shear

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

Over the past few years, punching shear has been in the forefront of both research teams and professional public due to a new approach to its verification according to Model Code 2010. From this topic, the task of flat slabs strengthening against punching shear has arisen. This problem, and in particular the problem of flat slabs strengthened by additional concrete column heads, is the focus of this paper. Structures are analysed using a 3D FEM models including material and geometric nonlinearity. The way of modelling is validated against experiments on non-strengthened flat slabs subjected to punching shear. At first, strengthening with a rigid connection at the interface between structures is considered and then, several different types of connection at the interface are evaluated. Finally, strengthening of structures with varying lengths of top flexural reinforcement in the slab is modelled while minimum anchorage length outside the additional column head is verified.

Klíčová slova

concrete; punching shear; strengthening of slabs

Autoři

NOVÁČEK, J.; ZICH, M.

Vydáno

1. 4. 2016

Nakladatel

Trans Tech Publications Ltd

ISBN

978-3-03835-675-2

Kniha

Proceedings from 22nd Czech Concrete Day 2015

ISSN

1012-0394

Periodikum

Solid State Phenomena

Ročník

249

Stát

Švýcarská konfederace

Strany od

221

Strany do

226

Strany počet

6

URL

https://www.scientific.net/SSP.249.221

BibTex

@inproceedings{BUT122170,
  author="Jan {Nováček} and Miloš {Zich}",
  title="Study of Flat Slabs Strengthening against Punching Shear",
  booktitle="Proceedings from 22nd Czech Concrete Day 2015",
  year="2016",
  journal="Solid State Phenomena",
  volume="249",
  pages="221--226",
  publisher="Trans Tech Publications Ltd",
  doi="10.4028/www.scientific.net/SSP.249.221",
  isbn="978-3-03835-675-2",
  issn="1012-0394",
  url="https://www.scientific.net/SSP.249.221"
}