Numerical Investigation of Influence of Head Diameter on Tensile Capacity of Headed Studs

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F12%3A00195982" target="_blank" >RIV/68407700:21110/12:00195982 - 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 Investigation of Influence of Head Diameter on Tensile Capacity of Headed Studs
Original language description
Objective of this paper is comparison of results of numerical analysis of headed studs with different head size and CCD (Concrete Capacity Design) approach which is used for design of anchoring in Eurocode 2. The 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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Project
<a href="/en/project/GD103%2F09%2FH078" target="_blank" >GD103/09/H078: Computer and experimental analysis of civil engineering materials and their multilayered systems</a><br>
Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year
2012
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
8th Asia Pacific Structural Engineering and Construction Conference - 1st International Conference on Civil Engineering Research
ISBN
978-983-44826-3-3
ISSN
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e-ISSN
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Number of pages
5
Pages from-to
46-50
Publisher name
Faculty of Civil Engineering, UTM, Malaysia
Place of publication
Surabaya
Event location
Surabaya
Event date
Oct 2, 2012
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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