The Influence of Panel Lay-Up on the Characteristic Bending and Rolling Shear Strength of CLT
The objective of this study was to characterise the behaviour of cross laminated timber (CLT) panels and the influence of the panel lay-up on the failure strength. Three different panel configurations of thickness, 60 mm, 100 mm, and 120 mm, were loaded in the out-of-plane direction. The 60 mm and 1...
Main Authors: | Conan O’Ceallaigh, Karol Sikora, Annette M. Harte |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2018-08-01
|
Series: | Buildings |
Subjects: | |
Online Access: | http://www.mdpi.com/2075-5309/8/9/114 |
Similar Items
-
Sitka spruce as finished timber
by: 8096 British Standards Institution -
Sitka spruce as rough timber
by: 8096 British Standards Institution -
Rolling Shear Strength of Cross Laminated Timber (CLT)—Testing, Evaluation, and Design
by: David Glasner, et al.
Published: (2023-11-01) -
The Bending Properties of Hybrid Cross-Laminated Timber (CLT) Using Various Species Combinations
by: Ahmed Altaher Omer Ahmed, et al.
Published: (2023-11-01) -
Comparison of Mechanical Properties According to the Structural Materials of Lumber, GLT, CLT, and Ply-lam CLT
by: Seungmin Yang, et al.
Published: (2023-08-01)