Numerical Analysis of Shallow Cast-in-Place Headed Studs
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F11%3A00182315" target="_blank" >RIV/68407700:21110/11:00182315 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Numerical Analysis of Shallow Cast-in-Place Headed Studs
Original language description
Numerical analysis of behaviour of shallow cast-in-place headed stud is presented in this paper. The research is mainly focused on behaviour of cast-in-place headed studs for concrete structures in tension. Numerical analysis was realized in ATENA (Advanced Tool for Engineering Nonlinear Analysis) finite element analysis software, which is very suitable for concrete structures and members. The numerical 2D axi-symmetric model of concrete member with rigid headed anchor was carried out in GiD software. Fracture-Plastic constitutive model CC3DNonLinCementitious2 numerical model for concrete was set. Main variable was effective depth of anchor which was set between 90 and 190 mm. The results of analysis were quite satisfying and very well correspond to analytical CCD solution used in Eurocodes.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
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Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)<br>S - Specificky vyzkum na vysokych skolach
Others
Publication year
2011
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Experimentální analýza napětí 2011
ISBN
978-80-214-4275-7
ISSN
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e-ISSN
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Number of pages
8
Pages from-to
57-64
Publisher name
Brno University of Technology
Place of publication
Brno
Event location
Znojmo
Event date
Jun 6, 2011
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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