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Elastic parameters of poplar wood with end-cracks
Authors:Mehran Roohnia  Ali Yavari  Ajang Tajdini
Institution:1. Agriculture Research Center (KIAU-ARC) Islamic Azad University, Karaj Branch Moazen BLVD, Rajaee-shahr, P.O. Box 31485-313, Karaj, Iran
2. Department of Wood Science & Technology, Islamic Azad University, Karaj Branch Moazen BLVD, Rajaee-shahr, P.O. Box 31485-313, Karaj, Iran
Abstract:
  • ? In this study, longitudinal specific modulus of elasticity along the grain (specific MOEL = MOEL/ρ) as well as radial and tangential shear moduli (G LR and (G LT ) of Populus Deltoides wood were examined in free flexural vibration in a free-free bar method, where end-cracks produced manually in LT plane along and parallel to annual rings in four different sizes.
  • ? The effects of four different crack sizes (0, 6, 12, and 18 cm) on elastic parameters of the bars were examined for their vibration properties based on Timoshenko bar equations, in order to find a procedure to make a confident choice of a clear specimen among the cracked ones, considering three initial modes of vibration.
  • ? Based on research findings, a significant correlation existed between radial and tangential shear moduli of the clear bars as G LR was approximately 15 percents higher than (G LT . After making the shortest crack sizes, however, this correlation entirely faded. Statistically for 6 cm crack, decreases in specific MOE L for measurement on the tangential impact were not significant though they were for longer cracks.
  • ? It was also revealed that in specimen under the study if longitudinal specific modulus of elasticity from both LR and LT flexural vibrations were almost equal and G LR was slightly larger than (G LT , the user could be confident enough to consider the specimen without severe longitudinal cracks.
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