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An Analytical, Numerical and Experimental Study of Non-Metallic Mechanical Joints for Engineered Timber Constructions

https://research.thinkwood.com/en/permalink/catalogue1606
Year of Publication
2016
Topic
Connections
Mechanical Properties
Material
LVL (Laminated Veneer Lumber)
Application
General Application
Author
Gheorghe Bazu
Siavash Mahjourian Namari
Jörg Wehsener
Jens Hartig
Peer Haller
Year of Publication
2016
Country of Publication
Austria
Resource Type
Conference Paper
Material
LVL (Laminated Veneer Lumber)
Application
General Application
Topic
Connections
Mechanical Properties
Keywords
GFRP
Densified Veneer Wood
Plates
Dowels
Load Bearing Behaviour
Analytical Model
Numerical Model
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 2059-2068
Abstract
Timber structures are strongly depending on the design of connections, which are mostly constructed from steel components. However, these joints have a number of limitations such as the tendency to be heavy, proneness to corrosion and often poor aesthetic appearances...
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Effective Out-of-Plane Stiffness and Strength of Rotated Cross Laminated Timber Panels

https://research.thinkwood.com/en/permalink/catalogue1622
Year of Publication
2016
Topic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
General Application
Author
Alexandra Cheng
Johannes Schneider
Thomas Tannert
Year of Publication
2016
Country of Publication
Austria
Resource Type
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
General Application
Topic
Mechanical Properties
Keywords
Strength
Stiffness
Analytical Model
Finite Element Model
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 2557-2564
Abstract
This research considers the effect of in-plane rotation angles on the structural performance of Cross Laminated Timber (CLT) panels. In the interest of expanding the application of CLT to folded or freeform structures, rectangular CLT panels are likely to be divided into irregular geometries, in which case the loading will be applied at an...
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In-Plane Stiffness of CLT Panels With and Without Openings

https://research.thinkwood.com/en/permalink/catalogue1668
Year of Publication
2016
Topic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
Walls
Author
Md Shahnewaz
Thomas Tannert
Shahria Alam
Marjan Popovski
Year of Publication
2016
Country of Publication
Austria
Resource Type
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
Walls
Topic
Mechanical Properties
Keywords
In-Plane Loading
Finite Element Analysis
Elastic Stiffness
Openings
Thickness
Aspect Ratios
Analytical Model
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 3813-3820
Abstract
The research presented in this paper analysed the stiffness of Cross-Laminated-Timber (CLT) panels under in-plane loading. Finite element analysis (FEA) of CLT walls was conducted. The wood lamellas were modelled as an orthotropic elastic material, while the glue-line between lamellas were modelled using non-linear contact...
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Ribbed-Plate Approach to Predict Static and Dynamic Responses of Timber Floor with Between-Joist Bracing

https://research.thinkwood.com/en/permalink/catalogue1737
Year of Publication
2016
Topic
Design and Systems
Serviceability
Acoustics and Vibration
Material
LVL (Laminated Veneer Lumber)
Application
Floors
Author
Aamir Khokhar
Ying-hei Chui
Year of Publication
2016
Country of Publication
Austria
Resource Type
Conference Paper
Material
LVL (Laminated Veneer Lumber)
Application
Floors
Topic
Design and Systems
Serviceability
Acoustics and Vibration
Keywords
Flexural Rigidity
Static Deflection
Concentrated Loads
Natural Frequency
Analytical Model
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 4827-4834
Abstract
Installing between-joist bracing can be an economical and effective means of mitigating excessive vibration levels in wood floors associated to human discomfort. Effectiveness of between-joist bracing depends upon its own rigidity that accounts for the location of bracing, geometric arrangement and connection stiffness of installed...
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Timber-Concrete Composite Slabs Made of Beech Laminated Veneer Lumber

https://research.thinkwood.com/en/permalink/catalogue1493
Year of Publication
2016
Topic
Mechanical Properties
Design and Systems
Material
LVL (Laminated Veneer Lumber)
Timber-Concrete Composite
Application
General Application
Author
Lorenzo Boccadoro
Simon Zweidler
Andrea Frangi
Year of Publication
2016
Country of Publication
Austria
Resource Type
Conference Paper
Material
LVL (Laminated Veneer Lumber)
Timber-Concrete Composite
Application
General Application
Topic
Mechanical Properties
Design and Systems
Keywords
Beech
Notched Connections
Stiffness
Load Carrying Capacity
Reliability
Ductility
Analytical Model
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 167-176
Abstract
This paper focuses on the structural behaviour of timber-concrete composite slabs made of beech laminated veneer lumber (LVL) plates with notched connection. In general, timber-concrete composite members are usually made of softwood, and are able to offer several advantages compared to reinforced concrete slabs and timber...
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