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Strut-And-Tie Model for Predicting the Punching Shear of Flat Slabs with Shear Reinforcement

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F17%3APU122892" target="_blank" >RIV/00216305:26110/17:PU122892 - isvavai.cz</a>

  • Result on the web

    <a href="https://www.scientific.net/SSP.259.178" target="_blank" >https://www.scientific.net/SSP.259.178</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.4028/www.scientific.net/SSP.259.178" target="_blank" >10.4028/www.scientific.net/SSP.259.178</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Strut-And-Tie Model for Predicting the Punching Shear of Flat Slabs with Shear Reinforcement

  • Original language description

    The purpose of this paper is to describe a framework of the proposed method for predicting the punching shear of flat slabs with shear reinforcement. The proposed method is based on a strut-and-tie model. Current methods of predicting the punching shear strength of flat slabs could be divided into these categories: models based on empirical equations, physical models, analytical methods and finite element methods. Most of the current codes in force would be best described as empirical formulations. Physical model for prediction of punching shear is described in Model Code 2010. Proposed method for flat slabs with shear reinforcement is based mainly on a strut-and-tie model and therefore could be considered as an analytical method.For the purpose of demonstrating the effectiveness of the proposed method, the method is compared with some of the main methods currently in use, such as Eurocode EC2, American code ACI 318 and Model Code 2010. The comparison consists of results of more than 98 experiments of punching shear on the flat slabs with shear reinforcement, gathered from publications from all around the world.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

  • Continuities

    S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2017

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Article name in the collection

    23rd International Conference on Concrete Days, 2016

  • ISBN

    978-3-0357-1105-9

  • ISSN

    1662-9779

  • e-ISSN

  • Number of pages

    6

  • Pages from-to

    178-183

  • Publisher name

    Trans Tech Publications, Switzerland

  • Place of publication

    Switzerland

  • Event location

    Litomyšl

  • Event date

    Nov 30, 2016

  • Type of event by nationality

    EUR - Evropská akce

  • UT code for WoS article