EXPERIMENTAL VERIFICATION OF THE MODERN SEMI-RIGID TIMBER CONNECTIONS

被引：0
作者：
Neusch, Matus [1 ]
Sandanus, Jaroslav [1 ]
Freudenberger, Klara [1 ]
机构：
[1] Slovak Univ Technol Bratislava, Fac Civil Engn, Dept Steel & Timber Struct, Radlinskeho 2766-11, Bratislava 81005, Slovakia
来源：
WOOD RESEARCH | 2022年 / 67卷 / 06期
关键词：
Dowel-type fasteners; semi-rigid connections; rotational stiffness; slip modulus; experiment; DOWEL-TYPE FASTENERS; GLUED-IN RODS; JOINTS;
D O I：
10.37763/wr.1336-4561/67.6.10051016
中图分类号：
TB3 [工程材料学]; TS [轻工业、手工业、生活服务业];
学科分类号：
0805 ; 080502 ; 0822 ;
摘要：
The paper deals with theoretical and experimental research of the timber connections using modern timber connectors Rothoblaas Alumidi. These connectors allow for semi-rigid behaviour of the connections. The paper describes the theoretical background of semi-rigid connections, explains the methods used in the numerical analysis and the design of test connections. The thesis continues with the experimental verification of the designed specimens. The experimental results are compared with the numerical analysis. The findings obtained from the experiment and recommendations for practice are summarized in the conclusion.
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页码：1005 / 1016
页数：12
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