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dc.creatorSpremić, Milan
dc.creatorGluhović, Nina
dc.creatorJakovljević, Isidora
dc.creatorMarković, Zlatko
dc.date.accessioned2021-05-18T07:01:32Z
dc.date.available2021-05-18T07:01:32Z
dc.date.issued2021
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/2359
dc.description.abstractPrefabricated construction and requirements for reusing the particular structural element, request the application of a support joint realized with anchors. Besides demountability, the connection detail realized with anchors needs to satisfy all support conditions adopted during the structure design. This paper describes the behaviour of anchor shear connection. The connection slip was analysed concerning the grout material properties and the grout thickness. The parametric study was performed using Abaqus software to define the relationship between grout properties and thickness and the slip deformation for load levels corresponding to serviceability limit states.sr
dc.language.isoensr
dc.publisherUniverzitet u Beogradu, Građevinski fakultetsr
dc.publisherDruštvo građevinskih konstruktera Srbijesr
dc.relationinfo:eu-repo/grantAgreement/MESTD/inst-2020/200092/RS//sr
dc.rightsopenAccesssr
dc.sourceASES International symposium proceedingssr
dc.subjectanchorsr
dc.subjectshear connectionsr
dc.subjectgroutsr
dc.subjectslipsr
dc.titleGrout effect on the behaviour of the anchor shear connectionsr
dc.typeconferenceObjectsr
dc.rights.licenseARRsr
dc.rights.holderUniverzitet u Beogradu, Građevinski fakultetsr
dc.identifier.fulltexthttps://grafar.grf.bg.ac.rs/bitstream/id/9362/bitstream_9362.pdf
dc.identifier.rcubhttps://hdl.handle.net/21.15107/rcub_grafar_2359
dc.type.versionpublishedVersionsr


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