DSpace Repository

Experimental investigation of bonding behavior of anchoraged timber-to-timber joint

Show simple item record

dc.contributor.author Ghoroubi, Rahim
dc.contributor.author Mercimek, Ömer
dc.contributor.author Sakin, Shaimaa
dc.contributor.author Anıl, Özgür
dc.date.accessioned 2022-04-22T12:50:56Z
dc.date.available 2022-04-22T12:50:56Z
dc.date.issued 2022-03
dc.identifier.citation Ghoroubi, Rahim...at all (2022). "Experimental investigation of bonding behavior of anchoraged timber-to-timber joint", Archives of Civil and Mechanical Engineering, Vol. 22, No. 1. tr_TR
dc.identifier.issn 1644-9665
dc.identifier.uri http://hdl.handle.net/20.500.12416/5430
dc.description.abstract The comprehensive experimental study examining the general load–displacement behavior, stress distributions and shear stress–shear-displacement behaviors in the connection area when wood structural elements are combined with adhesive or adhesive with mechanical anchorages have been found in very limited number of studies in the literature. Therefore, an experimental study was planned. In this study, the general load–displacement behavior of the timber connection regions which are connected by adhesive and mechanical anchorages together with adhesive, with varying lengths of 180, 240 and 350 mm are investigated experimentally. Besides, the effect of changing the number and location of mechanical anchorages used in the connection area on the general load–displacement behavior and shear stress–shear-displacement behavior was also investigated. Using the load–displacement graphs obtained as a result of the experimental study, a generalized material model is proposed for the shear stress–shear-displacement interfacial adhesion surface for wood–wood junction points. This material model, which is proposed for wood–wood connection points with mechanical anchors, is a model that can be useful and can be used in the analysis of structural systems containing such connections using finite element software. It is thought that the overall capacity and load–displacement behavior of structural systems containing such connection points can be calculated more realistically using the proposed interfacial material model. © 2021, Wroclaw University of Science and Technology. tr_TR
dc.language.iso eng tr_TR
dc.relation.isversionof 10.1007/s43452-021-00328-x tr_TR
dc.rights info:eu-repo/semantics/closedAccess tr_TR
dc.subject Anchorage tr_TR
dc.subject Bond-Slip Model tr_TR
dc.subject Stress Distribution tr_TR
dc.subject Tension Load tr_TR
dc.subject Timber-To-Timber Joint tr_TR
dc.title Experimental investigation of bonding behavior of anchoraged timber-to-timber joint tr_TR
dc.type article tr_TR
dc.relation.journal Archives of Civil and Mechanical Engineering tr_TR
dc.contributor.authorID 306045 tr_TR
dc.identifier.volume 22 tr_TR
dc.identifier.issue 1 tr_TR
dc.contributor.department Çankaya Üniversitesi, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümü tr_TR


Files in this item

Files Size Format View

There are no files associated with this item.

This item appears in the following Collection(s)

Show simple item record