A Contribution to Friction in Timber Connections
| dc.contributor.author | Aurand, Simon | |
| dc.date.accessioned | 2025-04-14T09:14:41Z | |
| dc.date.available | 2025-04-14T09:14:41Z | |
| dc.date.issued | 2025 | |
| dc.identifier.uri | https://library.oapen.org/handle/20.500.12657/100725 | |
| dc.description.abstract | The 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. | en_US |
| dc.language | English | en_US |
| dc.relation.ispartofseries | Karlsruher Berichte zum Ingenieurholzbau | en_US |
| dc.subject.classification | thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TN Civil engineering, surveying and building | en_US |
| dc.subject.other | timber connections; inclined screws; surface modification; coefficient of friction; friction; Holzverbindungen; geneigte Schrauben; Oberflächenbearbeitung; Reibeiwert; Reibung | en_US |
| dc.title | A Contribution to Friction in Timber Connections | en_US |
| dc.type | book | |
| oapen.identifier.doi | 10.5445/KSP/1000176783 | en_US |
| oapen.relation.isPublishedBy | 44e29711-8d53-496b-85cc-3d10c9469be9 | en_US |
| oapen.series.number | 40 | en_US |
| oapen.pages | 306 | en_US |
