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A Method to Predict the Punching Shear Strength of Flat Slabs with Shear Reinforcement Using a Strut-And-Tie Model

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F17%3APU122891" target="_blank" >RIV/00216305:26110/17:PU122891 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.4028/www.scientific.net/KEM.738.25" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/KEM.738.25</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.4028/www.scientific.net/KEM.738.25" target="_blank" >10.4028/www.scientific.net/KEM.738.25</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    A Method to Predict the Punching Shear Strength of Flat Slabs with Shear Reinforcement Using a Strut-And-Tie Model

  • Original language description

    The use of flat slabs in constructions due to its many functional and economic advantages is wide-spread. Behavior of flat slabs in shear and flexure is a fairly complex problem. Therefore, the punching shear failure belongs to one of the most critical aspects in the design of concrete buildings.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. Most of the current codes in force are mainly based on empirical formulation. The proposed method is based on a strut-and-tie model and therefore could be considered as an analytical approach. 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, ACI 318 and Model Code 2010. The comparison consists of results of more than 90 experiments on flat slabs with shear reinforcement, gathered from publications from all around the world.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>SC</sub> - Article in a specialist periodical, which is included in the SCOPUS database

  • 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

  • Name of the periodical

    Key Engineering Materials (web)

  • ISSN

    1662-9795

  • e-ISSN

  • Volume of the periodical

    738

  • Issue of the periodical within the volume

    25

  • Country of publishing house

    CH - SWITZERLAND

  • Number of pages

    11

  • Pages from-to

    25-35

  • UT code for WoS article

  • EID of the result in the Scopus database

    2-s2.0-85020931549