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Cross Laminated Timber (CLT) – Reinforcements with Self-Tapping Screws

https://research.thinkwood.com/en/permalink/catalogue1487
Year of Publication
2010
Topic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
General Application
Author
Peter Mestek
Stefan Winter
Year of Publication
2010
Country of Publication
Italy
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
General Application
Topic
Mechanical Properties
Keywords
Concentrated Loads
Self-Tapping Screws
FEM
Rolling Shear Stress
Compression
Strengthening
Load Bearing
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
June 20-24, 2010, Riva del Garda, Italy
Online Access
Free
Resource Link
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Innovative Engineered Timber Building Systems for Non-Residential Applications, Utilising Timber Concrete Composite Flooring Capable of Spanning Up to 8 to 10m

https://research.thinkwood.com/en/permalink/catalogue1933
Year of Publication
2010
Topic
Market and Adoption
Design and Systems
Cost
Environmental Impact
Mechanical Properties
Material
Timber-Concrete Composite
Application
Floors
Frames

Slip between Glue-Laminated Beams in Stress-Laminated Timber Bridges: Finite-Element Model and Full-Scale Destructive Test

https://research.thinkwood.com/en/permalink/catalogue1791
Year of Publication
2010
Topic
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
Application
Bridges and Spans
Author
Mats Ekevad
Peter Jacobsson
Göran Forsberg
Publisher
American Society of Civil Engineers
Year of Publication
2010
Country of Publication
United States
Format
Journal Article
Material
Glulam (Glue-Laminated Timber)
Application
Bridges and Spans
Topic
Mechanical Properties
Keywords
Finite Element Model
Full Scale
Shear Stress
Friction
Slip
Deformation
Failure
Horizontal Loads
Language
English
Research Status
Complete
Series
Journal of Bridge Engineering
Abstract
Stress-laminated timber bridge decks consist of several sawn timber beams or glue-laminated (glulam) beams held together with prestressed steel bars. Frictional shear stresses between the beams transfer loads between individual beams. Because the vertical (transverse) shear stress component has been extensively discussed...
Online Access
Payment Required
Resource Link
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