Numerical Analysis of the Influence of Head Diameter on the Breakout Capacity of Shallow Headed Studs

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F12%3A00193440" target="_blank" >RIV/68407700:21110/12:00193440 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Numerical Analysis of the Influence of Head Diameter on the Breakout Capacity of Shallow Headed Studs
Original language description
The aim of this paper is comparison of 2D numerical analysis results of cast-in-place headed studs with different head size and effective embedment depth to the CCD (Concrete Capacity Design) approach that is used for design of anchoring in Eurocode 2. Breakout simulation tests of six different head diameters with four different effective embedment depths were investigated. The concrete properties were kept constant for all of them. It was found that the capacity of anchor is affected by the head size significantly. The approximately 25% decrease of capacity for small heads and about 30% capacity increase for large heads were observed in comparison to the CCD method.
Czech name
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Czech description
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Publication year
2012
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Proceedings of the 50th Annual Conference on Experimental Stress Analysis
ISBN
978-80-01-05060-6
ISSN
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e-ISSN
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Number of pages
8
Pages from-to
73-80
Publisher name
Czech Technical University in Prague
Place of publication
Praha
Event location
Tábor
Event date
Jun 4, 2012
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
000314083900012

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