INVESTIGATION INTO THE EFFECT OF SOME FACTORS ON THE FAILURE LOAD OF CORNER JOINTS REINFORCED WITH GLASS-FIBER FABRIC IN CASE- TYPE FURNITURE

In this study the effects of material type, test method, joint type, and reinforcement on the failure load of L-type corner joints, which are reinforced with glass-fiber fabric in case-type furniture have been analyzed experimentally and statistically in laminated medium-density fiberboard (LMDF) and laminated particleboard (LPB) material. The failure loads of corner joints have been analyzed experimentally under compression and tension loads. Dowels (D), dowel + glass fiber composite layer from the outside (DCO), dowel + glass fiber composite layer from the inside (DCI), dowel + glass fiber composite layer from the outside and inside (DCOI) and dowel + glass fiber composite layer from the edge (DCE) are used as joint methods. Tests were carried out according to ASTM Standards. The test results were analyzed statistically by variance analysis. The results show that the failure load takes its highest value for DCOI joints in both tension and compression and lowest value for D joints in tension and for D and DCI joints in compression. The LMDF corner joints were stronger than the LPB corner joints. The tension failure load values were greater than the compression failure load of L-type reinforced corner joints except for DCO joints. The reinforced corner joints were considerably greater than the unreinforced joints.

[1]  Nurdan Çetin Yerlikaya,et al.  Enhancement of load-carrying capacity of corner joints in case-type furniture , 2012 .

[2]  S. Rizkalla,et al.  Rectangular Filament-Wound Glass Fiber Reinforced Polymer Tubes Filled with Concrete under Flexural and Axial Loading: Analytical Modeling , 2005 .

[3]  Je-Kuk Son,et al.  A numerical investigation into the response of free end tubular composite poles subjected to axial and lateral loads , 2010 .

[4]  G. Krueger,et al.  Fiber-reinforced wood composites , 2007 .

[5]  George K. Criner,et al.  B848: Economic Analysis of Fiber-Reinforced Polymer Wood Beams , 2000 .

[6]  Peer Haller,et al.  Analytical assessment of the load-carrying capacity of axially loaded wooden reinforced tubes , 2010 .

[7]  S. Rizkalla,et al.  Rectangular Filament-Wound GFRP Tubes Filled with Concrete under Flexural and Axial Loading : Analytical Modeling , 2003 .

[8]  Yail J. Kim,et al.  Fatigue Behavior of Externally Strengthened Concrete Beams with Fiber-Reinforced Polymers: State of the Art , 2008 .

[9]  P. Haller,et al.  Parametric Analysis of Composite Reinforced Wood Tubes Under Axial Compression , 2010 .

[10]  Mesut Çimen,et al.  Effects of combined usage of traditional glue joint methods in box construction on strength of furniture , 2009 .

[11]  Amir Fam,et al.  Prestressed concrete-filled fiber-reinforced polymer circular tubes tested in flexure , 2006 .

[13]  P. Haller,et al.  Fiber-Reinforced Plastic-Confined Wood Profiles Under Axial Compression , 2010 .

[14]  Ali Naci Tankut,et al.  Evaluation the effects of edge banding type and thickness on the strength of corner joints in case-type furniture , 2010 .

[15]  Kum Cheol Shin,et al.  Axial crush and bending collapse of an aluminum/GFRP hybrid square tube and its energy absorption capability , 2001 .

[16]  Ali Naci Tankut Optimum dowel spacing for corner joints in 32-mm cabinet construction , 2005 .

[17]  A. Machida,et al.  Fiber-Reinforced Polymer Composites for Construction—State-of-the-Art Review , 2002 .