Theoretical research of the influence of changes in input parameters on load-bearing capacity and quantity of shear coupling

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F23%3APU149109" target="_blank" >RIV/00216305:26110/23:PU149109 - isvavai.cz</a>

Výsledek na webu

<a href="https://pubs.aip.org/aip/acp/article/2887/1/020015/2906294/Theoretical-research-of-the-infuence-of-changes" target="_blank" >https://pubs.aip.org/aip/acp/article/2887/1/020015/2906294/Theoretical-research-of-the-infuence-of-changes</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1063/5.0159618" target="_blank" >10.1063/5.0159618</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Theoretical research of the influence of changes in input parameters on load-bearing capacity and quantity of shear coupling

Popis výsledku v původním jazyce

This research is focused on the load-bearing capacity and the number of coupling elements in steel-concrete composite beams. The influence of the change of the input parameters of the beam, with special focus on the dimensions and materials of the steel profile and the concrete slab, was investigated. Furthemore, it was found out how the load-bearing capacity and the number of coupling elements will be affected by the change in the height and thickness of the shank, and the material of the shear stud itself. The results of this paper should serve as the input data for the next step of the research, where we consider the replacement of shear studs with blind bolts and thus achieving demountability of the structure at the end of its life.

Název v anglickém jazyce

Theoretical research of the influence of changes in input parameters on load-bearing capacity and quantity of shear coupling

Popis výsledku anglicky

This research is focused on the load-bearing capacity and the number of coupling elements in steel-concrete composite beams. The influence of the change of the input parameters of the beam, with special focus on the dimensions and materials of the steel profile and the concrete slab, was investigated. Furthemore, it was found out how the load-bearing capacity and the number of coupling elements will be affected by the change in the height and thickness of the shank, and the material of the shear stud itself. The results of this paper should serve as the input data for the next step of the research, where we consider the replacement of shear studs with blind bolts and thus achieving demountability of the structure at the end of its life.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

—

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2023

Kód důvěrnosti údajů

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

Název statě ve sborníku

AIP Conference Proceedings, 14th Congerence of Civil and Environmental Engineering for PhD Students and Young Scientist, Young Scientist 2022 (YS22), Slovak Paradise, Slovakia, 27-29 June 2022

ISBN

978-0-7354-4600-7

ISSN

0094-243X

e-ISSN

—

Počet stran výsledku

9

Strana od-do

1-9

Název nakladatele

AIP Publishing

Místo vydání

online

Místo konání akce

Čingov

Datum konání akce

27. 6. 2023

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

—