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

Erol Burdurlu; Murat Kılıç; Suat Altun

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

Erol Burdurlu Murat Kılıç Suat Altun

https://izlik.org/JA49CW47ES

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.

Keywords

Furniture , furniture construction , rail to leg joints , corner block.

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

Erol Burdurlu Murat Kılıç Suat Altun

https://izlik.org/JA49CW47ES

Abstract

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Details

Primary Language	English
Authors	Erol Burdurlu This is me Murat Kılıç This is me Suat Altun This is me
Publication Date	August 6, 2010
IZ	https://izlik.org/JA49CW47ES
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. https://izlik.org/JA49CW47ES
AMA	1.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):357-367. https://izlik.org/JA49CW47ES
Chicago	Burdurlu, Erol, Murat Kılıç, and Suat Altun. 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): 357-67. https://izlik.org/JA49CW47ES.
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	[1]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, Aug. 2010, [Online]. Available: https://izlik.org/JA49CW47ES
ISNAD	Burdurlu, Erol - Kılıç, Murat - Altun, Suat. “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 1, 2010): 357-367. https://izlik.org/JA49CW47ES.
JAMA	1.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, Aug. 2010, pp. 357-6, https://izlik.org/JA49CW47ES.
Vancouver	1.Erol Burdurlu, Murat Kılıç, 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 [Internet]. 2010 Aug. 1;16(2):357-6. Available from: https://izlik.org/JA49CW47ES