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Test Research on Compressive Behaviour of Poplar LVL Column

https://research.thinkwood.com/en/permalink/catalogue1577
Year of Publication
2016
Topic
Mechanical Properties
Design and Systems
Material
LVL (Laminated Veneer Lumber)
Application
Columns
Author
Yan, Liu
Chengang, She
Xiaochun, Miu
Chao, Zhou
Xiangqian, Sheng
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
LVL (Laminated Veneer Lumber)
Application
Columns
Topic
Mechanical Properties
Design and Systems
Keywords
Poplar
Stiffness
Strength
Deflection
Slenderness Ratio
China
Axial Compression
Eccentric Compression
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 1715-1722
Summary
Fast-growing poplar, which is planted in large quantity, has become economic forest trees in China. However, poplar cannot be directly applied to building structures owing to its fast growth, high water content and large compressive deformation. The laminated veneer lumber (shortened as LVL) manufactured by poplar is greatly...
Online Access
Free
Resource Link
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An Experimental Study on Buckling Strength with Laminated Veneer Lumber of Three Wood Species

https://research.thinkwood.com/en/permalink/catalogue1575
Year of Publication
2016
Topic
Mechanical Properties
Material
LVL (Laminated Veneer Lumber)
Application
General Application
Author
Kambe, Wataru
Nakamura, Madoka
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
LVL (Laminated Veneer Lumber)
Application
General Application
Topic
Mechanical Properties
Keywords
Japanese Larch
Japanese Cypress
Japanese Cedar
Compression Test
Deflection
Strain
Buckling Strength
Slenderness Ratio
Bending Deflection
Maximum Strength
Yield Strength
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 1698-1706
Summary
In the past study, we conducted compression tests with laminated veneer lumber of Japanese Larch. We observed the deflection and strain behaviour. As a result we could evaluate the bucking strength with Euler’s equation and Tetmajer’s method. For structural design we should expand the versatility of that method...
Online Access
Free
Resource Link
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