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dc.contributor.authorHadigheh, A.
dc.contributor.authorDias-da-Costa, D.
dc.date.accessioned2019-01-25
dc.date.available2019-01-25
dc.date.issued2018-01-01
dc.identifier.citationHadigheh, A., Dias-da-Costa, D., Shear strength of cross laminated timber-concrete connections reinforced with carbon fibre polymer composites, 25th Australasian Conference on the Mechanics of Structures and Materials, ACMSM25, Brisbane, Australia, 4-7 December, 2018.en_AU
dc.identifier.urihttp://hdl.handle.net/2123/19890
dc.description.abstractThis paper presents an experimental study on the mechanical behaviour of four different timber concrete composite (TCC) connections. Experimental shear tests were conducted to assess the strength and stiffness of the composite connection system. A new type of connection based on carbon fibre reinforced polymer (CFRP) was also proposed to achieve enhanced performance at the cross laminated timber. The stiffness and strength for each type of connection were identified by assessing the load-slip behaviour and load capacity. In addition, the relationship between applied force and slip characteristic of each type of connecting system was also established. Results showed that the addition of CFRP to the connection can effectively improve the maximum shear capacity and stiffness of the connection.en_AU
dc.description.sponsorshipARC DE150101703, ARC DP140100529, ARC LP140100591en_AU
dc.publisher25th Australasian Conference on the Mechanics of Structures and Materials, ACMSM25en_AU
dc.relationARC DE150101703, ARC DP140100529, ARC LP140100591en_AU
dc.titleShear strength of cross laminated timber-concrete connections reinforced with carbon fibre polymer compositesen_AU
dc.typeConference paperen_AU
dc.subject.asrcFoR::090506 - Structural Engineeringen_AU
dc.subject.asrcFoR::091307 - Numerical Modelling and Mechanical Characterisationen_AU
dc.subject.asrcFoR::091308 - Solid Mechanicsen_AU
dc.type.pubtypePre-printen_AU


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