Measurement of rolling shear modulus and strength of cross laminated timber fabricated with black spruce

Abstract

The design and application of cross laminated timber (CLT) is strongly influenced by the rolling shear properties of cross layers. Hence, to predict the performance of CLT requires accurate information about its rolling shear properties. In this study, a wooden cross layer (WCL) specimen was made of 38mm by 89mm black spruce lumber of a grade of No. 3. The average rolling shear modulus of the WCL specimens measured by the two-plate shear test was 136MPa. The rolling shear modulus measured was then used as input to predict, using the shear analogy method, the deflection (dc) of a 3-layer CLT beam subjected to the centre-point bending load. Subsequently, the bending test was conducted to directly obtain the deflection (dm) of a 3-layer CLT beam for validation. It was found that dc could, with an adjustment factor (α), provide a good estimate of dm at different span-to-depth ratios under the centre-point bending test. Additionally, the bending test results showed that the specimen width did not have a statistically significant effect on apparent modulus of elasticity (Eapp) and apparent shear modulus (Gapp) of 3-layer CLT beam specimens.