Skip header and navigation

4 records – page 1 of 1.

Compressive Strength Properties Perpendicular to the Grain of Cross-Laminated Timber (CLT) Composed of Sugi Laminations

https://research.thinkwood.com/en/permalink/catalogue926
Year of Publication
2014
Topic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
General Application
Author
Imichi Hiroshi
Hirofumi Nagao
Sachiko Miura
Atsushi Miyatake
Publisher
J-STAGE
Year of Publication
2014
Country of Publication
Japan
Format
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
General Application
Topic
Mechanical Properties
Keywords
Cedar
Penetration Test
Clamping Strength
Proportional Limit Stress
Language
Japanese
Research Status
Complete
Series
Journal of Wood Society
Online Access
Free
Resource Link
Less detail

Effect of Array on Tensile Load Carrying Capacity CLT Drift Pinned Joint

https://research.thinkwood.com/en/permalink/catalogue1532
Year of Publication
2016
Topic
Connections
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
General Application
Author
Shoichi Nakashima
Akihisa Kitamori
Yasuhiro Araki
Hiroshi Isoda
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
General Application
Topic
Connections
Mechanical Properties
Keywords
Reduction Coefficients
Dowel-Type Connections
Drift Pinned Joint
Tensile Tests
Stiffness
Proportional Limit Load
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 772-779
Abstract
A reduction coefficient is applied in usual design of multiple dowels type connections. The numbers of stiffeners in row is one of important factor to decide this coefficient. CLT drift pinned joint showed small orthotropy against in plane tensile load. Tensile tests of multiple drift pins joints were performed to evaluate the effect of array...
Online Access
Free
Resource Link
Less detail

Effects of Component Ratio of the Face and Core Laminae on Static Bending Strenght Performance of Three-Ply Cross-Laminated Wood Panels with Sugi (Cryptomeria Japonica)

https://research.thinkwood.com/en/permalink/catalogue1468
Year of Publication
2006
Topic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
General Application
Author
Han-Min Park
Masami Fushitani
Publisher
Society of Wood Science and Technology
Year of Publication
2006
Country of Publication
United States
Format
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
General Application
Topic
Mechanical Properties
Keywords
Sugi
Lamina Thickness
Modulus of Elasticity
Modulus of Rupture
Proportional Limit Stress
Bending Strength
Language
English
Research Status
Complete
Series
Wood and Fiber Science
Abstract
In order to improve the bending strength performance of three-ply laminated wood panels and use them as construction-grade panel materials, twelve types of three-ply cross-laminated wood panels whose percentages of core lamina thickness versus total lamina thickness were 33%, 50%, and 80% were made with sugi (Japanese cedar)...
Online Access
Free
Resource Link
Less detail

Strength Properties of CLT Composed of Sugi Laminations: (2) Bending Properties Out-of-Plane Direction

https://research.thinkwood.com/en/permalink/catalogue990
Year of Publication
2013
Topic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
General Application