Study of strengthening flat slabs against punching by additional column heads
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F16%3APU117298" target="_blank" >RIV/00216305:26110/16:PU117298 - isvavai.cz</a>
Result on the web
<a href="https://www.scientific.net/KEM.691.321" target="_blank" >https://www.scientific.net/KEM.691.321</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4028/www.scientific.net/KEM.691.321" target="_blank" >10.4028/www.scientific.net/KEM.691.321</a>
Alternative languages
Result language
angličtina
Original language name
Study of strengthening flat slabs against punching by additional column heads
Original language description
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.
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
2016
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 (print)
ISSN
1013-9826
e-ISSN
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Volume of the periodical
691
Issue of the periodical within the volume
-
Country of publishing house
CH - SWITZERLAND
Number of pages
12
Pages from-to
321-333
UT code for WoS article
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EID of the result in the Scopus database
2-s2.0-84959387215