{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,5,5]],"date-time":"2026-05-05T13:01:38Z","timestamp":1777986098053,"version":"3.51.4"},"reference-count":34,"publisher":"SAGE Publications","issue":"1-2","license":[{"start":{"date-parts":[[2016,11,16]],"date-time":"2016-11-16T00:00:00Z","timestamp":1479254400000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/journals.sagepub.com\/page\/policies\/text-and-data-mining-license"}],"content-domain":{"domain":["journals.sagepub.com"],"crossmark-restriction":true},"short-container-title":["Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications"],"published-print":{"date-parts":[[2017,2]]},"abstract":"<jats:p>\n                    Adhesive joints have been used in several fields of engineering, and their applications are vast. Due to their easy and quick fabrication process, single-lap joints are a common configuration. The increase of strength, weight reduction and resistance to corrosion are some of the advantages of this kind of joint over traditional joining methods. However, stress concentrations at the overlap edges are one of the main disadvantages. There are very few accurate design techniques for the diversity of bonded joints that can be found in real applications, which constitutes an obstacle to the use of this bonding method in structural applications. This work aims at comparing different analytical and numerical methods in the strength prediction of single-lap joints with different overlap lengths ( L\n                    <jats:sub>O<\/jats:sub>\n                    ). The main objective is to evaluate which predictive method is the best. Adhesive joints were produced between aluminium adherends using a brittle epoxy adhesive (Araldite\u00ae AV138), a moderately ductile epoxy adhesive (Araldite\u00ae 2015) and a ductile polyurethane adhesive (Sikaforce\u00ae 7888). Different analytical methods were considered, together with two numerical techniques: cohesive zone models (CZM) and the extended finite element method (XFEM), allowing the comparative analysis. The analytical methods showed that they only give relatively accurate results in very specific conditions. The CZM analysis with the triangular law revealed to be a very accurate method, with the exception of joints with very ductile adhesives. On the other hand, the XFEM analysis was not adequate, especially for crack growth in mixed mode.\n                  <\/jats:p>","DOI":"10.1177\/1464420716675746","type":"journal-article","created":{"date-parts":[[2016,11,16]],"date-time":"2016-11-16T22:20:46Z","timestamp":1479334846000},"page":"210-223","update-policy":"https:\/\/doi.org\/10.1177\/sage-journals-update-policy","source":"Crossref","is-referenced-by-count":32,"title":["Overview of different strength prediction techniques for single-lap bonded joints"],"prefix":"10.1177","volume":"231","author":[{"given":"CCRG","family":"de Sousa","sequence":"first","affiliation":[{"name":"Departamento de Engenharia Mec\u00e2nica, Instituto Superior de Engenharia do Porto, Instituto Polit\u00e9cnico do Porto, Porto, Portugal"}]},{"given":"RDSG","family":"Campilho","sequence":"additional","affiliation":[{"name":"Departamento de Engenharia Mec\u00e2nica, Instituto Superior de Engenharia do Porto, Instituto Polit\u00e9cnico do Porto, Porto, Portugal"},{"name":"INEGI \u2013 P\u00f3lo FEUP, Porto, Portugal"}]},{"given":"EAS","family":"Marques","sequence":"additional","affiliation":[{"name":"Faculdade de Engenharia da Universidade do Porto, Porto, Portugal"}]},{"given":"M","family":"Costa","sequence":"additional","affiliation":[{"name":"INEGI \u2013 P\u00f3lo FEUP, Porto, Portugal"}]},{"given":"LFM","family":"da Silva","sequence":"additional","affiliation":[{"name":"Faculdade de Engenharia da Universidade do Porto, Porto, Portugal"}]}],"member":"179","published-online":{"date-parts":[[2016,11,16]]},"reference":[{"key":"bibr1-1464420716675746","doi-asserted-by":"crossref","unstructured":"Al-Athel KS, Arif AFM and Pashah S. 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