Academic Journal

Experimental Study to Determine the Development of Axial Stiffness of Wood Screws with Increasing Load Cycles

التفاصيل البيبلوغرافية
العنوان: Experimental Study to Determine the Development of Axial Stiffness of Wood Screws with Increasing Load Cycles
المؤلفون: Sebastian Egner, Philipp Dietsch
المصدر: Buildings, Vol 14, Iss 4, p 1109 (2024)
بيانات النشر: MDPI AG
سنة النشر: 2024
المجموعة: Directory of Open Access Journals: DOAJ Articles
مصطلحات موضوعية: timber engineering, self-tapping screws, axial stiffness, withdrawal tests, cyclic loading, Building construction, TH1-9745
الوصف: 123 withdrawal tests were conducted to investigate the change in axial stiffness of fully threaded screws under axial loading and up to four loading cycles. The screws were initially loaded in two cycles within the elastic range, followed by two cycles up to 90% of the characteristic load-carrying capacity. Several parameters relevant to construction practice were varied. The angle between the screw axis and the grain ranged from 30° to 90°, the timber material was varied between glued laminated timber (glulam) and laminated veneer lumber (LVL) made of beech, and the screw diameter ranged from 8 mm to 12 mm. The test results indicate that axial stiffness increases upon reloading compared to the initial loading. On average, axial stiffness increases by 11% between the first and second loading and remains at this level during unloading and further load cycles. However, if the load exceeds the linear–elastic range, the axial stiffness is reduced due to plastic deformation. A comparison with tests on the composite axial stiffness of fully threaded screws in glulam shows that even with a different test setup and testing objective, there is a slight increase in axial stiffness from the first to the second load cycle in the range of 4 to 8%.
نوع الوثيقة: article in journal/newspaper
اللغة: English
تدمد: 2075-5309
Relation: https://www.mdpi.com/2075-5309/14/4/1109; https://doaj.org/toc/2075-5309; https://doaj.org/article/778fbc9393664f33ac53cd3b7c9de6e0
DOI: 10.3390/buildings14041109
الاتاحة: https://doi.org/10.3390/buildings14041109
https://doaj.org/article/778fbc9393664f33ac53cd3b7c9de6e0
رقم الانضمام: edsbas.FE917CDC
قاعدة البيانات: BASE
الوصف
تدمد:20755309
DOI:10.3390/buildings14041109