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
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Czech description
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Classification
Type
J<sub>SC</sub> - Article in a specialist periodical, which is included in the SCOPUS database
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
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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
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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
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EID of the result in the Scopus database
2-s2.0-85020931549