Analysis of the clinch method for joining structural components

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F25%3A10259243" target="_blank" >RIV/61989100:27120/25:10259243 - isvavai.cz</a>

Výsledek na webu

<a href="https://www.sciencedirect.com/science/article/pii/S2452321625005086" target="_blank" >https://www.sciencedirect.com/science/article/pii/S2452321625005086</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1016/j.prostr.2025.10.013" target="_blank" >10.1016/j.prostr.2025.10.013</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Analysis of the clinch method for joining structural components

Popis výsledku v původním jazyce

Due to the wider use of thin-walled steel structures, alternative methods of connection are currently being sought to replace bolts, nuts, or welds. One attractive option is cold joining, known as clinching. This is a mechanical connection of two or more thin-walled steel plates formed by cold forming using a punch and die. The present paper provides background information on the ongoing research on the mechanical behavior of clinch joints. Tensile tests of the raw material were performed for the purpose of inverse analysis of steel. Furthermore, tensile tests of a set of specimens with one clinch joint were carried out and analyzed and compared with the outputs of a numerical model in finite element method-based software at the force-displacement diagram and limit mode levels. The verification of the models provides detailed information about the behavior of the joint, which is a suitable basis for more complex numerical models.

Název v anglickém jazyce

Analysis of the clinch method for joining structural components

Popis výsledku anglicky

Due to the wider use of thin-walled steel structures, alternative methods of connection are currently being sought to replace bolts, nuts, or welds. One attractive option is cold joining, known as clinching. This is a mechanical connection of two or more thin-walled steel plates formed by cold forming using a punch and die. The present paper provides background information on the ongoing research on the mechanical behavior of clinch joints. Tensile tests of the raw material were performed for the purpose of inverse analysis of steel. Furthermore, tensile tests of a set of specimens with one clinch joint were carried out and analyzed and compared with the outputs of a numerical model in finite element method-based software at the force-displacement diagram and limit mode levels. The verification of the models provides detailed information about the behavior of the joint, which is a suitable basis for more complex numerical models.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

—

Návaznosti

V - Vyzkumna aktivita podporovana z jinych verejnych zdroju

Rok uplatnění

2025

Kód důvěrnosti údajů

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

Název statě ve sborníku

Procedia Structural Integrity. Volume 73

ISBN

—

ISSN

2452-3216

e-ISSN

—

Počet stran výsledku

6

Strana od-do

81-86

Název nakladatele

Elsevier

Místo vydání

Amsterdam

Místo konání akce

Ostravice

Datum konání akce

28. 5. 2025

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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