Characterization of composite bonded joints under pure mode II fatigue loading

• Type: Article in International Scientific Journal
• Date: 2013

Authors

Maria V Fernandez (Author) Other; Marcelo F S F de Moura (Author) FEUP; Lucas F M da Silva (Author) FEUP; Antonio T Marques (Author) FEUP

Journal

Title: Composite Structures

Vol. 95

Pages: 222-226

ISSN: 0263-8223

Publisher: Elsevier

Indexing

ISI Web of Knowledge - 10 Citations

ISI Web of Science

Scopus - 16 Citations

Scientific classification

FOS: Engineering and technology > Materials engineering

Other information

Authenticus ID: P-002-25D

DOI: 10.1016/j.compstruct.2012.07.031

Abstract (EN): An experimental investigation concerning adhesively bonded composite joints subjected to mode II fatigue loading was performed in this work. End-Notched Flexure (ENF) tests with carbon/epoxy adherends bonded with a ductile epoxy adhesive were used. The Paris-law which establishes a relationship between the fatigue crack growth rate and the variation of the energy release rate was applied. The energy release rate was estimated by means of an equivalent crack length method based on specimen compliance and beam theory. The proposed method includes the effect of the adhesive on the specimen compliance and overcomes the difficulty associated to crack length monitoring during the test, since the crack is not a measured parameter but a calculated one. Additionally, the presence of a non-negligible fracture process zone is accounted for, since the equivalent crack is estimated from the specimen compliance which is influenced by the presence of the fracture process zone. This is a crucial issue, particularly when adhesives with some ductility are used in fatigue tests. Several experimental ENF fatigue tests were performed and consistent results were obtained. It was concluded that the proposed procedure is adequate for fatigue characterization of composite bonded joints under mode II loading.

Language: English

Type (Professor's evaluation): Scientific

No. of pages: 5