Bending moment resistance of corner joints constructed with spline under diagonal tension and compression

Sadegh Maleki , Akbar Rostampsour Haftkhani , Mosayeb Dalvand , Mehdi Faezipour , Mehdi Tajvidi

Journal of Forestry Research ›› 2012, Vol. 23 ›› Issue (3) : 481 -490.

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Journal of Forestry Research ›› 2012, Vol. 23 ›› Issue (3) : 481 -490. DOI: 10.1007/s11676-012-0288-7
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Bending moment resistance of corner joints constructed with spline under diagonal tension and compression

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Abstract

We determined the effects of the penetration depth and spline material and composite material type as well as joining method on bending moment resistance under diagonal compression and tension in common wood panel structures. Composite materials were laminated medium density fiberboard (MDF) and particleboard. Joining methods were butt and miter types. Spline materials were high density fiberboard (HDF). The penetration depths of plywood, wood (Carpinus betolus) and spline were 8, 11 and 14 mm. The results showed that in both diagonal compression and tension, MDF joints are stronger than particleboard joints, and the bending moment resistance under compression is higher compared with that in tension. The highest bending moment resistance under tension was shown in MDF, butt joined using plywood spline with 8 mm penetration depth, whereas under compression bending moment resistance was seen in MDF, miter joined with the HDF spline of 14 mm penetration depth.

Keywords

Penetration depth / composite material type / joining type / bending moment resistance

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Sadegh Maleki, Akbar Rostampsour Haftkhani, Mosayeb Dalvand, Mehdi Faezipour, Mehdi Tajvidi. Bending moment resistance of corner joints constructed with spline under diagonal tension and compression. Journal of Forestry Research, 2012, 23(3): 481-490 DOI:10.1007/s11676-012-0288-7

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References

[1]

ASTM D 2395. Test methods for specific gravity of wood and wood-base materials. 1999, Philadelphia: American society for testing and materials

[2]

Atar M., Keskin H., Peker H., Ustundag A., Togay A., Candan Z.. Impacts of different joint angles and adhesives on diagonal tension performances of box-type furniture. Bioresources, 2010, 5: 343-355.

[3]

Atar M., Ozcifci A., Altinok M., Celikel U.. Determination of diagonal compression and tension performances for case furniture corner joints constructed with wood biscuits. Materials & Design, 2009, 30(3): 665-670.

[4]

Eckelman C., Lin F.C.. Bending Strength of Corner Joints Constructed with Injection Molded Splines. Forest Products Journal, 1997, 47(4): 89-92.

[5]

Eckelman C.. Textbook of product engineering and strength design of furniture. 2003, West Lafayette, US: Purdue University Press

[6]

EN 310. 1993. Determination of modulus of elasticity in bending and of bending strength. German version EN 310.

[7]

EN 319. 1993. Determination of tensile strength perpendicular to the plane of the board. German version EN 319.

[8]

EN 322. 1993. Wood-based panels: determination of moisture content. German version EN 322.

[9]

EN 323. 1993. Wood-based panels: determination of density. German version EN 323.

[10]

Ho C.L.. The use of performance tests in evaluating joint and fastener strength in case type furniture. 1991, West Lafayette, US: Purdue University

[11]

Jones A., Lutes R.. Handbook of joinery. 1993, New York, USA: Sterling Press

[12]

Kasal A., Šener S., Belgin M., Efe H.. Bending strength of screwed corner joints with different materials, G.Ü. Journal of Sciences, 2006, 19(3): 155-161.

[13]

Tankut A.N., Tankut N.. Investigations the effects of fastener, glue, and composite material types on the strength of corner joints in case-type furniture construction. Materials & Design, 2009, 30(10): 4175-4182.

[14]

Tankut A.N., Tankut N.. Evaluation the effects of edge banding type and thickness on the strength of corner joints in case-type furniture. Materials & Design, 2010, 31(6): 2956-2963.

[15]

Tankut A.N.. Design of panel and panel-on-frame bookshelves and cabinets. 2001, West Lafayette, US: Purdue University

[16]

Tankut A.N.. Optimum dowel spacing for corner joints in 32 mm cabinet construction. Forest Products Journal, 2005, 55(12): 100-104.

[17]

Zhang J.L., Eckelman C.A.. Rational design of multi dowel corner joints in case construction. Forest Products Journal, 1993, 43: 52-58.

[18]

Zhang J.L., Eckelman C.A.. The bending moment resistance of single-dowel corner joints in case construction. Forest Products Journal, 1993, 43: 19-24.

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