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1.	Bader, Thomas K., 1980-, et al. (författare) Ingenieurmodelle für die Strukturmodellierung und Nachweisführung von stiftförmigen Verbindungen im Holzbau : (Engineering models for the structural design and verification of dowel-type connections in timber structures) 2017 Ingår i: Österreichische Ingenieur- und Architekten-Zeitschrift. - : Oesterreichischen Ingenieur- und Architekten-Vereines. - 0721-9415. ; 162:1-12, s. 1-9 Tidskriftsartikel (refereegranskat)abstract Connections of elements in timber structures play an important role, not only due to their pronounced effect on the mechanical behavior of structures, but also due to the fact they can be decisive for the economic success of timber structures. Herein, approaches for a calculation of the ductile load-displacement behavior of dowel-type connections, of multi-dowel joints and of stresses in their timber matrix, by means of numerical methods, are presented. With these methods, kinematically compatible relative deformations of joints under arbitrary plane loading conditions and their effect on the mechanical behavior of timber structures can be reasonably predicted. The combination of the presented models and their integration in the structural analysis and the verification of timber structures lead to a more realistic prediction of their behavior (internal forces, stresses and deformations), as well as to a more economic design of timber structures.

Bader, Thomas K., 1980-, et al. (författare)
Ingenieurmodelle für die Strukturmodellierung und Nachweisführung von stiftförmigen Verbindungen im Holzbau : (Engineering models for the structural design and verification of dowel-type connections in timber structures)
2017
Ingår i: Österreichische Ingenieur- und Architekten-Zeitschrift. - : Oesterreichischen Ingenieur- und Architekten-Vereines. - 0721-9415. ; 162:1-12, s. 1-9
Tidskriftsartikel (refereegranskat)abstract
- Connections of elements in timber structures play an important role, not only due to their pronounced effect on the mechanical behavior of structures, but also due to the fact they can be decisive for the economic success of timber structures. Herein, approaches for a calculation of the ductile load-displacement behavior of dowel-type connections, of multi-dowel joints and of stresses in their timber matrix, by means of numerical methods, are presented. With these methods, kinematically compatible relative deformations of joints under arbitrary plane loading conditions and their effect on the mechanical behavior of timber structures can be reasonably predicted. The combination of the presented models and their integration in the structural analysis and the verification of timber structures lead to a more realistic prediction of their behavior (internal forces, stresses and deformations), as well as to a more economic design of timber structures.

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