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Friction Under Cyclic Loading

https://research.thinkwood.com/en/permalink/catalogue2066
Year of Publication
2018
Topic
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
Application
Walls
Author
Claus, Timo
Seim, Werner
Liese, Jessica
Year of Publication
2018
Country of Publication
South Korea
Format
Conference Paper
Material
Glulam (Glue-Laminated Timber)
Application
Walls
Topic
Mechanical Properties
Keywords
Cyclic Loadings
Friction Coefficients
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Online Access
Free
Resource Link
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Interlocking Shear Wall Connections

https://research.thinkwood.com/en/permalink/catalogue2076
Year of Publication
2018
Topic
Connections
Mechanical Properties
Material
Timber-Concrete Composite
CLT (Cross-Laminated Timber)
Glulam (Glue-Laminated Timber)
Application
Hybrid Building Systems

Multiple Tenons - Experimental Study on Load-Bearing Capacity and Deformation Characteristics

https://research.thinkwood.com/en/permalink/catalogue1530
Year of Publication
2016
Topic
Connections
Mechanical Properties
Material
Solid-sawn Heavy Timber
Author
Claus, Timo
Seim, Werner
Schröder, Bernd
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
Solid-sawn Heavy Timber
Topic
Connections
Mechanical Properties
Keywords
Joints
Tenons
Load Bearing Capacity
Deformation
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 733-739
Summary
Modern joinery machines are able to produce precise and complex wood-to-wood connections on a high prefabrication level. For this work, multiple tenon joints were tested to assess the load-bearing capacity and deformation characteristics. Four different geometries of tenon set-ups have been tested. The evaluation of the results shows significantly higher load capacities of multiple tenon joints compared to traditional mortise and tenon geometries. The deformation characteristics show that relocation of loads takes place if the bending capacity of the tenons is guaranteed. Failure of multiple tenon joints occurs with high deformations within the connection. The investigations show the high potential of multiple tenons compared to wood-to-wood connections used currently. Preliminary calculations of mortise and tenon joints show no satisfying accordance with experimental data.
Online Access
Free
Resource Link
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