Analysis of the clinch method for joining structural components

Result code in 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>
Result on the web
<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>

Result language
angličtina
Original language name
Analysis of the clinch method for joining structural components
Original language description
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.
Czech name
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Czech description
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Type
D - Article in proceedings
CEP classification
—
OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering

Publication year
2025
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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