Investigations on Mechanical Behaviour of Joint Connection in Steel- Concrete Hybrid Structures

dc.contributor.author	Maki, Takeshi
dc.contributor.author	Dhoju, Erojan
dc.date.accessioned	2024-01-26T09:56:52Z
dc.date.available	2024-01-26T09:56:52Z
dc.date.issued	2017-03-16
dc.identifier.issn	2279-1329
dc.identifier.uri	http://ir.lib.ruh.ac.lk/xmlui/handle/iruor/16072
dc.description.abstract	In steel-concrete hybrid structures the adequacy of material/member connections is a key issue for the sufficient structural performance. In this paper, findings of two research work on material and member connections are summarized. According to the result of sustained loading test of headed stud, a considerable increase in the slip displacement is observed due to the creep deformation in concrete around stud. Then, the numerical simulation is introduced for the steel member-concrete member of joint connection in hybrid PC Langer bridge, using three-dimensional nonlinear finite element analysis. The design of the joint is verified from the point of load-carrying mechanism.	en_US
dc.language.iso	en	en_US
dc.publisher	Department of Civil and Environmental Engineering, Faculty of Engineering, University of Ruhuna, Sri Lanka.	en_US
dc.subject	Hybrid structure	en_US
dc.subject	Joint connection	en_US
dc.subject	Headed stud	en_US
dc.subject	Sustained load	en_US
dc.subject	Hybrid PC Langer bridge	en_US
dc.title	Investigations on Mechanical Behaviour of Joint Connection in Steel- Concrete Hybrid Structures	en_US
dc.type	Article	en_US