The Methacrylate Adhesive to Double-Lap Shear Joints Made of High-Strength Steel-Experimental Study.

double-lap joint flexible adhesive high-strength steel methacrylate adhesive steel-to-steel joint

Journal

Materials (Basel, Switzerland)
ISSN: 1996-1944
Titre abrégé: Materials (Basel)
Pays: Switzerland
ID NLM: 101555929

Informations de publication

Date de publication:
01 Jan 2019
Historique:
received: 13 11 2018
revised: 17 12 2018
accepted: 17 12 2018
entrez: 6 1 2019
pubmed: 6 1 2019
medline: 6 1 2019
Statut: epublish

Résumé

In typical technical applications, steel components are usually connected by welding or with mechanical connectors. An alternative solution, typical in the aviation and automotive industry, but not widespread in engineering structures, is to join thin sheet metal using adhesives. The article presents an experimental study of adhesive joints used in overlap connections subjected to static tension. A methacrylate adhesive, selected experimentally from a range of adhesives, which combines the optimum strength and strain properties, was tested. The laboratory tests were carried out on double-lap specimens made of high-strength Domex 700 steel. On the basis of the experimental results, the behavior of the specimens and their failure mechanism, depending on the anchorage lengths used (200, 300 and 400 mm), are described. The tests confirmed the effectiveness of the selected methacrylate adhesive in a practical application. It was shown that with the appropriate anchorage length (adequate to the type of steel components and the joint geometry) between 300 and 400 mm, the capacity of the adhesive joint is higher than the capacity of a single steel component. Two types of specimen behavior were recognized: Quasi-brittle, which occurs at the anchorage length of 200 mm, and ductile, observed for 300 mm and 400 mm anchoring. In addition, thanks to the optical measurement method used, a detailed strain distribution on the specimen surface was determined. The data will be used for subsequent validation of an analytical and numerical model.

Identifiants

pubmed: 30609644
pii: ma12010120
doi: 10.3390/ma12010120
pmc: PMC6337397
pii:
doi:

Types de publication

Journal Article

Langues

eng

Subventions

Organisme : Silesian University of Technology, Department of Structural Engineering
ID : BK-237/RB-6/2018

Références

Materials (Basel). 2016 Jun 14;9(6):
pubmed: 28773589
Materials (Basel). 2015 Nov 11;8(11):7578-7586
pubmed: 28793659
Polymers (Basel). 2017 Dec 01;9(12):
pubmed: 30965966

Auteurs

Marta Kałuża (M)

Department of Structural Engineering, Faculty of Civil Engineering, Silesian University of Technology, Akademicka 5 St., 44-100 Gliwice, Poland. marta.kaluza@polsl.pl.

Jacek Hulimka (J)

Department of Structural Engineering, Faculty of Civil Engineering, Silesian University of Technology, Akademicka 5 St., 44-100 Gliwice, Poland. jacek.hulimka@polsl.pl.

Jan Kubica (J)

Department of Structural Engineering, Faculty of Civil Engineering, Silesian University of Technology, Akademicka 5 St., 44-100 Gliwice, Poland. jan.kubica@polsl.pl.

Marcin Tekieli (M)

Institute for Computational Civil Engineering, Department of Civil Engineering, Cracow University of Technology, Warszawska 24 St., 31-155 Kraków, Poland. mtekieli@l5.pk.edu.pl.

Classifications MeSH