TAILIEUCHUNG - Mechanical properties of heat-treated wooden material utilized in the construction of outdoor sitting furniture

The present study examined the bending moment capacity and rigidity of T-type out-of-plane furniture joints and investigated the effects of heat treatment, wood species, and joint type factors on these joints. Heat treatment method clearly decreased the modulus of rupture (MOR) and the modulus of elasticity (MOE) of selected wood species. | Turkish Journal of Agriculture and Forestry Turk J Agric For (2014) 38: 148-158 © TÜBİTAK doi: Research Article Mechanical properties of heat-treated wooden material utilized in the construction of outdoor sitting furniture 1, 1 2 Nurgül TANKUT *, Ali Naci TANKUT , Mustafa ZOR Department of Forest Industrial Engineering, Faculty of Forestry, Bartın University, Bartın, Turkey 2 Furniture and Decoration Program, Çaycuma Vocational School, Bülent Ecevit University, Zonguldak, Turkey 1 Received: Accepted: Published Online: Printed: Abstract: The present study examined the bending moment capacity and rigidity of T-type out-of-plane furniture joints and investigated the effects of heat treatment, wood species, and joint type factors on these joints. Heat treatment method clearly decreased the modulus of rupture (MOR) and the modulus of elasticity (MOE) of selected wood species. The bending strength of wood samples was reduced after the heat treatment, decreasing with increased loss of mass. For the heat-treated T-type joints, maximum bending strength values were obtained with Iroko (Chlorophora excelsa) for both mortise and tenon (MT) joints and blind MT (BMT) joints. The lowest reduction in bending strength was observed in Ash (Fraxinus excelsior L.) constructed with MT joints and with BMT joints. In general, the BMT joint had higher bending strength than MT joints. The best rigidity constant () was obtained with control Iroko BMT joints, while the worst rigidity constant () was obtained with control Oriental spruce (Picea orientalis L.) MT joints. In terms of heat-treated samples, the best rigidity constant () was obtained with Black pine (Pinus nigra L.) MT joints, while the worst rigidity constant () was obtained with Oriental spruce BMT joints. The maximum performance in joint stiffness was determined for Iroko sample BMT joints and

• Nông nghiệp
• Bending moment capacity
• Heat treatment
• Modulus of elasticity
• T type out of plane furniture joints
• Wood species
• Modulus of elasticity
• MPC splice joints
• Red pine
• Pine Pinus brutia Ten
• Metal plate connected
• Furniture joints
• Mortise and tenon joints
• Haunched mortise and tenon joints
• Mortise geometry
• Modulus of elasticity for eco friendly concrete made
• Seawater and marine sand
• Geopolymer concrete
• Portland cement
• The modulus of elasticity
• Elasticity modulus
• Numerical analysis
• Substitute modulus
• Black alder wood
• Compressive strength
• Modulus of rupture
• Static bending
• Wood density
• Forest Industry
• Manglietia conifera Dandy
• BMC Bioinformatics
• Bending rigidity
• Lipid tilt and splay
• Helfrich theory of elasticity
• Tilt modulus
• Splay modulus
• Báo cáo lâm nghiệp hay
• cách trình bày báo cáo
• báo cáo lâm nghiệp
• công trình nghiên cứu lâm nghiệp
• tài liệu về lâm nghiệp
• Furniture joint
• Substitute modulus of elasticity
• Maxwell–Mohr constitutive equation
• Elements method
• Upholstered furniture
• Particleboard manufacturing
• Alder Alnus glutinosa subsp
• Barbata
• Internal bond
• Thickness swelling
• Manufacturing factors
• Mechanical properties
• Bruise susceptibility
• Starking varieties of apple
• Ankara varieties of pear
• Classification technique
• RA AF classification process
• Concrete damage classification
• Acoustic emission setup
• Ground granulated blast furnace slag
• Mass loss
• Elevated temperatures
• Concrete containing ground
• Granulated blast furnace slag
• Effect of reinforcement percentage
• Strain hardening behavior
• Distribution of ash
• Cold deformation behaviour
• Mechanics of materials
• Cơ học vật liệu
• Lecture Mechanics of materials
• Mechanical properties of materials
• Tension test
• Material constants
• Logic in structural analysis
• Lecture Strength of materials
• Strength of materials
• Statically indeterminate systems
• Statically indeterminate