Numerical Analysis of Constrained Failure Area Effect on Tensile Capacity of Fastening for Concrete Structures

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F15%3A00235667" target="_blank" >RIV/68407700:21110/15:00235667 - isvavai.cz</a>

Výsledek na webu

<a href="http://icapma2015.ssru.ac.th/" target="_blank" >http://icapma2015.ssru.ac.th/</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.4028/www.scientific.net/KEM.675-676.691" target="_blank" >10.4028/www.scientific.net/KEM.675-676.691</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Numerical Analysis of Constrained Failure Area Effect on Tensile Capacity of Fastening for Concrete Structures

Popis výsledku v původním jazyce

This paper is focused on the numerical simulations of tensile behaviour and capacity of headed studs for concrete structures. 2D axi-symmetric numerical models of different head diameters and effective embedment depth were carried out. The distance of the support ring varied from the 0.0hef to 3.5hef from the edge of the head of the stud. It was found that the tensile capacity of the headed stud is increasing with the reduction of the resistance area by the support. The influence of the head size on thetensile capacity was also observed. The capacity increase depended on the size of resisting area of the anchor and therefore the relationship between the real resisting area and theoretical area was proposed.

Název v anglickém jazyce

Numerical Analysis of Constrained Failure Area Effect on Tensile Capacity of Fastening for Concrete Structures

Popis výsledku anglicky

This paper is focused on the numerical simulations of tensile behaviour and capacity of headed studs for concrete structures. 2D axi-symmetric numerical models of different head diameters and effective embedment depth were carried out. The distance of the support ring varied from the 0.0hef to 3.5hef from the edge of the head of the stud. It was found that the tensile capacity of the headed stud is increasing with the reduction of the resistance area by the support. The influence of the head size on thetensile capacity was also observed. The capacity increase depended on the size of resisting area of the anchor and therefore the relationship between the real resisting area and theoretical area was proposed.

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

—

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2015

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

Applied Physics and Material Applications II

ISBN

978-3-03835-683-7

ISSN

—

e-ISSN

—

Počet stran výsledku

5

Strana od-do

691-695

Název nakladatele

Trans Tech Publications

Místo vydání

Curich

Místo konání akce

Pattaya

Datum konání akce

28. 5. 2015

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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