4.7 Article

Investigating Factors Influencing Rolling Shear Performance of Australian CLT Feedstock

Journal

FORESTS
Volume 14, Issue 4, Pages -

Publisher

MDPI
DOI: 10.3390/f14040711

Keywords

timber; cross laminated timber (CLT); rolling shear; Australian pine; aspect ratio; modulus of elasticity

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This paper investigates the influence of various factors on rolling shear properties of timber feedstock for cross laminated timber (CLT) available from Australian plantation forest resources. Comparison of rolling shear properties between three softwood species shows that hoop pine samples have the highest values, while radiata pine samples have the lowest values. The study also reveals that density and modulus of elasticity have a weak correlation with rolling shear properties, and that equilibrium moisture content, aspect ratio, knots, and projection length also affect rolling shear behavior.
This paper presents an investigation on the influence of various factors on rolling shear (RS) properties of timber feedstock for cross laminated timber (CLT) available from Australian plantation forest resources. Comparison of RS properties between three softwood species namely southern pine, radiata pine and hoop pine are presented. Furthermore, the effect of modulus of elasticity (MOE), equilibrium moisture content (EMC), aspect ratio, knots and projection length on rolling shear behaviour were investigated. Mean RS modulus for radiata pine, southern pine and hoop pine samples were 74.7 MPa, 87.1 MPa and 99.7 MPa, whilst the RS strength of those species were 2.6 MPa, 3.1 MPa and 3.7 MPa, respectively. Radiata pine samples exhibited the lowest values for RS modulus and strength, almost 30% less than those of hoop pine samples. The study confirmed that the density and MOE had a very weak correlation with RS properties for all pine species. There was an obvious decrease in RS modulus (by 18%) when the woods' conditioned EMC changed from 8% to 12%. A further 33% decrease was observed when the woods' conditioned EMC increased from 12% to 16%. However, the percentage increase in RS strength was found to be 23% higher in wood with 12% conditioned EMC while compared against wood conditioned to 16% EMC. RS strength improved with increased aspect ratio; however, RS modulus remained almost unaffected. Moreover, the projection length that resulted in the load passing through the centroid of the specimen resulted in lower RS modulus values, but the presence of knots improved both RS strength and modulus for all three tested species.

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