Effects of Wood Drying Temperatures on the Reduction in Mechanical Properties of Japanese Cedar Perpendicular to Grain

• Published in: Buildings (Basel) Vol. 14; no. 9; p. 2624
• Main Authors: Toba, Keisuke, Nakai, Takahisa, Saito, Hayato
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 01-09-2024
• Subjects: Cell walls; Clean energy; Compression; Compression tests; Compressive properties; Compressive strength; Drying; Equilibrium; Force and energy; Fractures; heating; Humidity; Load resistance; Low temperature; Mechanical properties; Modulus of elasticity; Moisture content; Porous materials; Residual energy; Residual stress; Shear forces; strain; Strain energy; Temperature; Thermal energy; Timber; wood; Wood fibers; Yield stress; Japan
• ISSN: 2075-5309; 2075-5309
• DOI: 10.3390/buildings14092624

Wood drying is often accompanied by changes in mechanical properties due to external thermal energy. This study examined the influences of drying temperature on the mechanical properties of Japanese cedar based on the partial compression properties and bending properties. Two types of longitudinal specimens with quarter grain on both lateral surfaces were prepared under green conditions, followed by subsequent drying under each drying temperature (20 °C, 40 °C, 60 °C, 80 °C, and 100 °C). Then, the partial compression and bending tests were performed using the respective specimens. Young’s modulus perpendicular to grain, yield stress, and compressive strength obtained by the partial compressive test were highest for wood dried at 20 °C. It was considered that the decrease in mechanical properties was attributed to the thermal influences during drying at 100 °C and other factors such as compressive residual stress and cell walls collapsing at lower temperatures. The strain energy suggested that the effects of drying temperature became apparent, especially in the plastic region during loading in the direction perpendicular to the wood fiber. Bending properties showed little influence on drying temperatures compared to the partial compressive properties, whereas the fractures found under the loading point of the wood dried at 100 °C suggested a reduction in resistance to shear forces.