کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
6735469 | 1429054 | 2018 | 9 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Development of the multiple tenon timber connection based on experimental studies and FE simulation
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موضوعات مرتبط
مهندسی و علوم پایه
علوم زمین و سیارات
مهندسی ژئوتکنیک و زمین شناسی مهندسی
پیش نمایش صفحه اول مقاله
چکیده انگلیسی
This paper describes the development of the multiple tenon connection from the basic idea to an optimised timber connection. Based on the promising results of a first series of experimental testing, a finite element model considering different failure modes was developed to simulate the load-bearing behaviour of a four-tenon connection. The shape of the multiple tenons and the geometrical position was studied to compare the varying ultimate loads depending on different geometrical parameters. Based on these relations, a second experimental series was developed with an improved design. The results show significantly higher load capacities compared to the results of the first test series. Different possibilities of additional reinforcement have been studied. In comparison to existing form-fitting connections, multiple tenons exhibit a remarkable increase of load-bearing capacity together with reduced scattering of test results. Two-dimensional finite element simulations supported the design optimisation of wood-to-wood connections in a very efficient way.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Structures - Volume 173, 15 October 2018, Pages 331-339
Journal: Engineering Structures - Volume 173, 15 October 2018, Pages 331-339
نویسندگان
Timo Claus, Werner Seim,