Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Bearing Capacity and Deformability of Connections of Wooden Structures on TGC Dowel Plates
The results of a rather large selection of experimental studies on the determination of the bearing capacity and deformability of connections of wooden structures on plates with cylindrical dowels TGk 5 mm in diameter with a symmetric and no symmetric test scheme are presented. The relevance of the study is due to insufficient data on the bearing capacity and deformability of these joints in relation to some parameters when pressing composite wooden beams. Based on the data obtained, a statistical analysis of all the test results on determining the ultimate strength connections and the deformation connections by loading levels. The results of comparing the experimental data and calculations of the nagel joint according to the previously obtained calculated diagram of the deformation of the wood of the nagel nest with the nonlinear diagram of the deformation of the nagel for symmetric and no symmetric joints are also presented. Good convergence of calculation results with experimental data is obtained. The purpose of these studies is to obtain a short-term diagram of the deformation of the connections on the nagel plates of TGk for the possibility of a refined calculation of composite beams, to identify the patterns of strength and stiffness of the connections from the technological factors of pressing the nagel plates into the beams.
Bearing Capacity and Deformability of Connections of Wooden Structures on TGC Dowel Plates
The results of a rather large selection of experimental studies on the determination of the bearing capacity and deformability of connections of wooden structures on plates with cylindrical dowels TGk 5 mm in diameter with a symmetric and no symmetric test scheme are presented. The relevance of the study is due to insufficient data on the bearing capacity and deformability of these joints in relation to some parameters when pressing composite wooden beams. Based on the data obtained, a statistical analysis of all the test results on determining the ultimate strength connections and the deformation connections by loading levels. The results of comparing the experimental data and calculations of the nagel joint according to the previously obtained calculated diagram of the deformation of the wood of the nagel nest with the nonlinear diagram of the deformation of the nagel for symmetric and no symmetric joints are also presented. Good convergence of calculation results with experimental data is obtained. The purpose of these studies is to obtain a short-term diagram of the deformation of the connections on the nagel plates of TGk for the possibility of a refined calculation of composite beams, to identify the patterns of strength and stiffness of the connections from the technological factors of pressing the nagel plates into the beams.
Bearing Capacity and Deformability of Connections of Wooden Structures on TGC Dowel Plates
Lecture Notes in Civil Engineering
Radionov, Andrey A. (Herausgeber:in) / Ulrikh, Dmitrii V. (Herausgeber:in) / Timofeeva, Svetlana S. (Herausgeber:in) / Alekhin, Vladimir N. (Herausgeber:in) / Gasiyarov, Vadim R. (Herausgeber:in) / Isupov, S. A. (Autor:in)
International Conference on Construction, Architecture and Technosphere Safety ; 2022 ; Sochi, Russia
03.03.2023
11 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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