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THE EFFECTS OF THE CORNER BLOCK AND THE JOINT TYPE ON BENDING STRENGTH IN THE RAIL TO LEG JOINTS

Year 2003, Volume: 16 Issue: 2, 357 - 367, 06.08.2010

Abstract

ABSTRACT

In this study, effects of rail to leg and corner block joint type applied to furniture such as table and coffee table on bending strength were researched. In the direction of the research aim, both secret mortise-tenon and dowel as rail to leg joint, and both dado and screw as corner block joint types were tested. PVAc glue was used for fixing the corner elements. To determine bending strength, 40 samples from beech (Fagus orientalis Lipsky) were prepared in accordance with ISO 6237 and bending strength tests were applied to specimens by Seider bending test machine. According to the results of test, highest bending strength was measured with dowel (6.054 N/mm²).

 

Key Words: Furniture, furniture construction, rail to leg joints, corner block.

Year 2003, Volume: 16 Issue: 2, 357 - 367, 06.08.2010

Abstract

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Details

Primary Language English
Journal Section Industrial Engineering
Authors

Erol Burdurlu This is me

Murat Kılıç This is me

Suat Altun This is me

Publication Date August 6, 2010
Published in Issue Year 2003 Volume: 16 Issue: 2

Cite

APA Burdurlu, E., Kılıç, M., & Altun, S. (2010). THE EFFECTS OF THE CORNER BLOCK AND THE JOINT TYPE ON BENDING STRENGTH IN THE RAIL TO LEG JOINTS. Gazi University Journal of Science, 16(2), 357-367.
AMA Burdurlu E, Kılıç M, Altun S. THE EFFECTS OF THE CORNER BLOCK AND THE JOINT TYPE ON BENDING STRENGTH IN THE RAIL TO LEG JOINTS. Gazi University Journal of Science. August 2010;16(2):357-367.
Chicago Burdurlu, Erol, Murat Kılıç, and Suat Altun. “THE EFFECTS OF THE CORNER BLOCK AND THE JOINT TYPE ON BENDING STRENGTH IN THE RAIL TO LEG JOINTS”. Gazi University Journal of Science 16, no. 2 (August 2010): 357-67.
EndNote Burdurlu E, Kılıç M, Altun S (August 1, 2010) THE EFFECTS OF THE CORNER BLOCK AND THE JOINT TYPE ON BENDING STRENGTH IN THE RAIL TO LEG JOINTS. Gazi University Journal of Science 16 2 357–367.
IEEE E. Burdurlu, M. Kılıç, and S. Altun, “THE EFFECTS OF THE CORNER BLOCK AND THE JOINT TYPE ON BENDING STRENGTH IN THE RAIL TO LEG JOINTS”, Gazi University Journal of Science, vol. 16, no. 2, pp. 357–367, 2010.
ISNAD Burdurlu, Erol et al. “THE EFFECTS OF THE CORNER BLOCK AND THE JOINT TYPE ON BENDING STRENGTH IN THE RAIL TO LEG JOINTS”. Gazi University Journal of Science 16/2 (August 2010), 357-367.
JAMA Burdurlu E, Kılıç M, Altun S. THE EFFECTS OF THE CORNER BLOCK AND THE JOINT TYPE ON BENDING STRENGTH IN THE RAIL TO LEG JOINTS. Gazi University Journal of Science. 2010;16:357–367.
MLA Burdurlu, Erol et al. “THE EFFECTS OF THE CORNER BLOCK AND THE JOINT TYPE ON BENDING STRENGTH IN THE RAIL TO LEG JOINTS”. Gazi University Journal of Science, vol. 16, no. 2, 2010, pp. 357-6.
Vancouver Burdurlu E, Kılıç M, Altun S. THE EFFECTS OF THE CORNER BLOCK AND THE JOINT TYPE ON BENDING STRENGTH IN THE RAIL TO LEG JOINTS. Gazi University Journal of Science. 2010;16(2):357-6.