The Numerical Analysis of Influence of the Shape of the Anchor Head on the Headed Stud´s Tensile Capacity
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00210815" target="_blank" >RIV/68407700:21110/14:00210815 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.4028/www.scientific.net/AMM.486.117" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/AMM.486.117</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4028/www.scientific.net/AMM.486.117" target="_blank" >10.4028/www.scientific.net/AMM.486.117</a>
Alternative languages
Result language
angličtina
Original language name
The Numerical Analysis of Influence of the Shape of the Anchor Head on the Headed Stud´s Tensile Capacity
Original language description
This paper deals with the numerical analysis of the headed stud´s tensile behavior in dependence on the shape and size of the head. Forty-eight 2D axi-symmetric numerical models were carried out. Three different embedment depths (50, 150 and 450 mm), each with four different angles of the top head surface (0, 20, 40 and 60 degrees) and four different head sizes (dh/hef = 0,15; 0,2; 0,3 or 0,4). The concrete behavior was simulated by the Nonlinear Cementitious2 fracture-plastic material model. The results of the analysis showed that the shape (angle) has only the negligible effect on the tensile capacity especially for the small heads. The more significant increase of the capacity was observed within the large head size where the increase of the bearingarea due to the different angle is more significant.
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
<a href="/en/project/GBP105%2F12%2FG059" target="_blank" >GBP105/12/G059: Cumulative time dependent processes in building materials and structures</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2014
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Experimental Stress Analysis 51
ISBN
978-3-03785-977-3
ISSN
1660-9336
e-ISSN
—
Number of pages
6
Pages from-to
117-122
Publisher name
Trans Tech Publications
Place of publication
Uetikon-Zurich
Event location
Litoměřice
Event date
Jun 11, 2013
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
000335709900023