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dc.contributor.authorAurand, Simon
dc.date.accessioned2025-04-15T04:38:03Z
dc.date.available2025-04-15T04:38:03Z
dc.date.issued2025
dc.date.submitted2025-04-14T09:14:41Z
dc.identifierhttps://library.oapen.org/handle/20.500.12657/100725
dc.identifier.urihttps://directory.doabooks.org/handle/20.500.12854/158478
dc.description.abstractThe load-carrying capacity of connections with inclined screws can be increased due to friction in the shear plane. Surface modifications to increase the friction were investigated. Friction tests showed increased friction coefficients. Tests with connections showed increased load and stiffness values. An analytical model predicts the load well. This work provides insights into the short-term and long-term behaviour of connections with inclined screws and increased friction in the shear plane.
dc.languageEnglish
dc.relation.ispartofseriesKarlsruher Berichte zum Ingenieurholzbau
dc.rightsopen access
dc.subject.othertimber connections; inclined screws; surface modification; coefficient of friction; friction; Holzverbindungen; geneigte Schrauben; Oberflächenbearbeitung; Reibeiwert; Reibung
dc.subject.otherthema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TN Civil engineering, surveying and building
dc.titleA Contribution to Friction in Timber Connections
dc.typebook
oapen.identifier.doi10.5445/KSP/1000176783
oapen.relation.isPublishedBy68fffc18-8f7b-44fa-ac7e-0b7d7d979bd2
oapen.pages306
dc.seriesnumber40


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