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Dowel Connections with Local Wood Modification
The article is devoted to the study of the behavior of the elements of dowel joints and modified wood of the node. Various methods of joining wooden structures are considered. The basis is a comparison of the joint of SHERPA-type wooden structures with the designed new type of connectors made of a cheaper metal alloy and local modification of wood. The influence of wood modification on the strength and deformability of the knot has been investigated. Various methods of wood modification are considered, conclusions are drawn about the possibility of using various modifiers within the framework of this work. Strength characteristics of the materials used in this compound are given. The values of the aluminum alloys of the initial compound and the compound to be used in the current study are compared. A comparative analysis of the deformability indicators of different variants of the assembly is carried out. The results of calculation by the finite element method in the ANSYS Software package are compared. Conclusions are drawn about a comparative increase in strength and a decrease in deformability. The direction of the further course of research is set.
Dowel Connections with Local Wood Modification
The article is devoted to the study of the behavior of the elements of dowel joints and modified wood of the node. Various methods of joining wooden structures are considered. The basis is a comparison of the joint of SHERPA-type wooden structures with the designed new type of connectors made of a cheaper metal alloy and local modification of wood. The influence of wood modification on the strength and deformability of the knot has been investigated. Various methods of wood modification are considered, conclusions are drawn about the possibility of using various modifiers within the framework of this work. Strength characteristics of the materials used in this compound are given. The values of the aluminum alloys of the initial compound and the compound to be used in the current study are compared. A comparative analysis of the deformability indicators of different variants of the assembly is carried out. The results of calculation by the finite element method in the ANSYS Software package are compared. Conclusions are drawn about a comparative increase in strength and a decrease in deformability. The direction of the further course of research is set.
Dowel Connections with Local Wood Modification
Lecture Notes in Civil Engineering
Vatin, Nikolai (editor) / Roshchina, Svetlana (editor) / Serdjuks, Dmitrijs (editor) / Strekalkin, Artem (author) / Koshcheev, Artem (author) / Roshchina, Svetlana (author) / Naichuk, Anatoly (author)
2022-01-30
8 pages
Article/Chapter (Book)
Electronic Resource
English
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