Bond–slip models for double strap joints strengthened by CFRP


Autoria(s): Fawzia, Sabrina; Zhao, Xiao-Ling; Al-Mahaidi, Riadh
Data(s)

01/08/2010

Resumo

This paper presents the results of a series of tension tests on CFRP bonded steel plate double strap joints. The main aim of this research is to provide detailed understanding of bond characteristics using experimental and numerical analysis of strengthened double strap joints under tension. A parametric study has been performed by numerical modelling with the variables of CFRP bond lengths, adhesive maximum strain and adhesive layer thicknesses. Finally, bond-slip models are proposed for three different types of adhesives within the range of the parametric study.

Formato

application/pdf

Identificador

http://eprints.qut.edu.au/42951/

Publicador

Elsevier Ltd

Relação

http://eprints.qut.edu.au/42951/1/42951_Authors_Final_Version.pdf

DOI:10.1016/j.compstruct.2009.09.042

Fawzia, Sabrina, Zhao, Xiao-Ling, & Al-Mahaidi, Riadh (2010) Bond–slip models for double strap joints strengthened by CFRP. Composite Structures, 92(9), pp. 2137-2145.

Direitos

Copyright 2009 Elsevier Ltd.

NOTICE: this is the author’s version of a work that was accepted for publication in Composite Structures. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in Composite Structures, Volume 92, Issue 9, (August 2010), DOI: 10.1016/j.compstruct.2009.09.042

Fonte

Faculty of Built Environment and Engineering; School of Urban Development

Palavras-Chave #090500 CIVIL ENGINEERING #090502 Construction Engineering #090506 Structural Engineering #091209 Polymers and Plastics #091500 INTERDISCIPLINARY ENGINEERING #Composite Materials, CFRP, Bond-slip, Double Strap Joint, Steel, Strengthening
Tipo

Journal Article