Please use this identifier to cite or link to this item:
Full metadata record
DC FieldValueLanguage
dc.contributor.authorKashyap, J.en
dc.contributor.authorGriffith, M.en
dc.contributor.authorMohamed Sadakkathulla, M.en
dc.identifier.citationProceedings of the 6th International Conference on FRP Composites in Civil Engineering, CICE2012; pp.1-8en
dc.description.abstractAs a part of a large collaborative research project between the Universities of Adelaide and Newcastle in Australia and the University of Auckland in New Zealand, a series of nearsurface- mounted (NSM) carbon fibre reinforced polymer (CFRP) reinforced masonry wall tests were conducted under lateral out-of-plane bending at Adelaide. In total, fifteen clay brick masonry wall tests were conducted to study the behaviour of NSM CFRP retrofitted masonry walls in flexure and investigate the intermediate crack (IC) debonding failure mechanism in them. This paper presents the results of experimental tests with discussion of the effects of different test parameters such as reverse cyclic loading, axial pre-compression, FRP strip spacing and reinforcement ratio on the stiffness, displacement capacity and ultimate strength of FRP retrofitted masonry walls.en
dc.description.statementofresponsibilityJaya Kashyap, Michael Griffith, Mohamed Ali M.S.en
dc.rightsCopyright status unknownen
dc.subjectbrick; masonry; earthquake; FRP; flexure; debondingen
dc.titleExperimental study on flexural behaviour of FRP retrofitted masonry wallsen
dc.typeConference paperen
dc.contributor.conferenceInternational Conference on FRP Composites in Civil Engineering (6th : 2012 : Rome, Italy)en
dc.identifier.orcidGriffith, M. [0000-0001-9010-3764]en
Appears in Collections:Civil and Environmental Engineering publications

Files in This Item:
There are no files associated with this item.

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.