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5 records – page 1 of 1.

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
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
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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Technical Note: Effects of Nanoclay Addition to Phenol-Formaldehyde Resin on the Permeability of Oriented Strand Lumber

https://research.thinkwood.com/en/permalink/catalogue1465
Year of Publication
2010
Topic
Connections
Material
OSL (Oriented Strand Lumber)
Application
General Application
Author
Chao Zhang
Gregory Smith
Publisher
Society of Wood Science and Technology
Year of Publication
2010
Country of Publication
United States
Format
Journal Article
Material
OSL (Oriented Strand Lumber)
Application
General Application
Topic
Connections
Keywords
Phenol Formaldehyde
Adhesives
Permeability
Nanoclays
Lodgepole Pine
Mountain Pine Beetle
Language
English
Series
Wood and Fiber Science
Abstract
This note examined the effects of adding nanoclays to phenol-formaldehyde resin during the manufacture of oriented strand lumber (OSL) on its in-plane permeability. The panels were made from mountain pine beetle (MPB) attacked lodgepole pine (Pinus contorta) strands...
Online Access
Free
Resource Link
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Tensile Performance of Machine-Cut Dovetail Joint with Larch Glulam

https://research.thinkwood.com/en/permalink/catalogue1509
Year of Publication
2010
Topic
Connections
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
Application
General Application
Author
Joo-Saeng Park
Kweon-Hwan Hwang
Moon-Jae Park
Kug-Bo Shim
Publisher
The Korean Society of Wood Science Technology
Year of Publication
2010
Country of Publication
Korea
Format
Journal Article
Material
Glulam (Glue-Laminated Timber)
Application
General Application
Topic
Connections
Mechanical Properties
Keywords
Larch
Dovetail Joints
Tensile Strength
Language
Korean
Series
Journal of the Korean Wood Science and Technology
Online Access
Free
Resource Link
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