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10 records – page 1 of 1.

Mechanical Performance of Yellow-Poplar Cross Laminated Timber

https://research.thinkwood.com/en/permalink/catalogue199
Year of Publication
2015
Topic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
General Application

Study on Mechanical Property of Bolt Connector for Timber-Concrete Composite Structure with Interlamination Slips

https://research.thinkwood.com/en/permalink/catalogue1768
Year of Publication
2016
Topic
Connections
Mechanical Properties
Material
Timber-Concrete Composite
Application
General Application
Author
He, Guojing
Xie, Lan
Wang, Alice
Yi, Jin
Li, Yuanyuan
Xiang, Lvlin
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
Timber-Concrete Composite
Application
General Application
Topic
Connections
Mechanical Properties
Keywords
Finite Element Analysis
China
Push-Out Tests
Bolts
Failure Mode
Shear Strength
Shear Capacity
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 5250-5256
Summary
A timber-concrete composite structure (TCC) is a high strength and low energy-consumption structure, which is developed widely in Europe and America. The objective of this paper is to predict structural response with finite element (FE) analysis and provide shear property of TCC structures with Chinese materials. In this paper, some...
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Highly Mechanical Performance of Laminated Veneer Lumber Induced by High Voltage Electrostatic Field

https://research.thinkwood.com/en/permalink/catalogue2148
Year of Publication
2019
Topic
Mechanical Properties
Material
LVL (Laminated Veneer Lumber)
Application
General Application

Effect of Laminated Structure Design on the Mechanical Properties of Bamboo-Wood Hybrid Laminated Veneer Lumber

https://research.thinkwood.com/en/permalink/catalogue1407
Year of Publication
2017
Topic
Mechanical Properties
Design and Systems
Material
LVL (Laminated Veneer Lumber)
Other Materials
Application
General Application

Thermo-Mechanical Behavior of Timber in Shear: An Experimental Study

https://research.thinkwood.com/en/permalink/catalogue505
Year of Publication
2014
Topic
Fire
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
Application
General Application
Author
Audebert, Maxime
Dhima, Dhionis
Bouchaïr, Abdelhamid
Racher, Patrick
Year of Publication
2014
Country of Publication
Canada
Format
Conference Paper
Material
Glulam (Glue-Laminated Timber)
Application
General Application
Topic
Fire
Mechanical Properties
Keywords
Shear Strength
Temperature
Reduction Factors
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 10-14, 2014, Quebec City, Canada
Summary
The advanced calculation methods for wood structural elements in fire situations proposed by EN1995-1-2 provide reduction factors of wood strength according to the temperature. The values of these reduction factors given for compression and tension stren...
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Mechanical Properties of Southern Pine Cross-Laminated Timber

https://research.thinkwood.com/en/permalink/catalogue680
Year of Publication
2014
Topic
Mechanical Properties
Moisture
Material
CLT (Cross-Laminated Timber)
Application
Beams
Author
Hindman, Daniel
Bouldin, John
Publisher
American Society of Civil Engineers
Year of Publication
2014
Country of Publication
United States
Format
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
Beams
Topic
Mechanical Properties
Moisture
Keywords
Bending Strength
Bending Stiffness
Shear Strength
Delamination
Length
Language
English
Research Status
Complete
Series
Journal of Materials in Civil Engineering
Summary
Cross-laminated timber (CLT) is a novel wood building material suitable for floor, roof, and wall assemblies in low- and mid-rise construction as an alternative to concrete and steel. CLTs are considered to provide good seismic resistance, fast erection ...
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Reinforcement of Shear Failure with Long Screw in Moment-Resisting Joint

https://research.thinkwood.com/en/permalink/catalogue689
Year of Publication
2014
Topic
Connections
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
Application
Beams
Columns
Author
Nakatani, Makoto
Morita, Hideki
Mori, Takuro
Year of Publication
2014
Country of Publication
Canada
Format
Conference Paper
Material
Glulam (Glue-Laminated Timber)
Application
Beams
Columns
Topic
Connections
Mechanical Properties
Keywords
Lagscrewbolts
Shear Strength
Panel Zone
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 10-14, 2014, Quebec City, Canada
Summary
Moment resisting joint with lagscrewbolts shows good mechanical performance and aesthetic. However, beam and column joints rarely showed a brittle shear failure in a panel zone of a column in previous studies. Therefore, a joint system reinforced by long...
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Laminated Strand Lumber (LSL) Reinforced by GFRP; Mechanical and Physical Properties

https://research.thinkwood.com/en/permalink/catalogue1311
Year of Publication
2018
Topic
Mechanical Properties
Design and Systems
Material
LSL (Laminated Strand Lumber)
Application
General Application

Moment-Resisting Performance of Residential Portal Frame Constructed with Self-Tapping Screws

https://research.thinkwood.com/en/permalink/catalogue1582
Year of Publication
2016
Topic
Mechanical Properties
Connections
Material
Glulam (Glue-Laminated Timber)
Application
Frames
Author
Yeh, Min-Chyuan
Lin, Yu-Li
Huang, Gien-Ping
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
Glulam (Glue-Laminated Timber)
Application
Frames
Topic
Mechanical Properties
Connections
Keywords
Portal Frames
Japanese Cedar
Moment-Resisting
Lateral Load
Aluminum Connectors
Self-Tapping Screws
Shear Strength
Shear Deformation
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 1799-1806
Summary
Glulam members which are manufactured with Japanese cedar plantation timber are constructed into a box type of portal frames to investigate the moment-resisting performance when subjected to a lateral load. The joints of the frame are connected using aluminium connectors and self-tapping screw fasteners...
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Shear Resistance and Failure Modes of Edgewise Multiple Tab-and-Slot Joint (MTSJ) Connection with Dovetail Design for Thin LVL Spruce Plywood Kerto-Q Panels

https://research.thinkwood.com/en/permalink/catalogue1563
Year of Publication
2016
Topic
Connections
Mechanical Properties
Material
LVL (Laminated Veneer Lumber)
Application
General Application
Author
Dedijer, Mira
Roche, Stéphane
Weinand, Yves
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
LVL (Laminated Veneer Lumber)
Application
General Application
Topic
Connections
Mechanical Properties
Keywords
Geometry
Multiple Tab-and-Slot Joints
Shear Test
Finger Joint
Failure Modes
Shear Strength
Shear Stiffness
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 1548-1555
Summary
The objective of this study is to experimentally analyse effects of geometry variations of Multiple Tab and Slot Joint (MTSJ) connection with dovetail design on shear mechanical behaviour. Direct shear test was performed on angular ( 90°= ) MTSJ connection made of Kerto-Q 21mm-thick spruce plywood laminated veneer lumber (LVL)...
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10 records – page 1 of 1.