EFFECT OF THE CORNER BLOCK DIMENSION ON TENSILE STRENGTH OF T-TYPE DOWEL JOINTS FOR FRAME CONSTRUCTION

Hasan Efe; Ali Kasal

EFFECT OF THE CORNER BLOCK DIMENSION ON TENSILE STRENGTH OF T-TYPE DOWEL JOINTS FOR FRAME CONSTRUCTION

Year 2003, Volume: 16 Issue: 2, 339 - 350, 06.08.2010

Abstract

ABSTRACT

Effect of the corner block dimension on tensile strength for T-type glued dowel joints has been studied. For this purpose, pine wood (Pinus sylvestris L.) and beech (Fagus orientalis Lipsky) wood were used. Specimens, measuring of 30x30x25 mm, 40x40x25 mm, 50x50x25 mm ve 60x60x25 mm corner blocks were joined with beech dowels. Polyvinylacetate (PVAc) adhesive was used in gluing of dowel and the corner blocks. Tests were carried out according to the principles of ASTM-D 1037. According to the test results, beech wood exhibited beter performance than pine wood, and 40x40x25 mm corner block was more supportive to the structure than other corner blocks.

Key Words: Tensile strength, corner block, dowel joints.

Keywords

Tensile strength, corner block, dowel joints.

Year 2003, Volume: 16 Issue: 2, 339 - 350, 06.08.2010

Hasan Efe , Ali Kasal

Abstract

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Details

Primary Language	English
Journal Section	Industrial Engineering
Authors	Hasan Efe Ali Kasal This is me
Publication Date	August 6, 2010
Published in Issue	Year 2003 Volume: 16 Issue: 2

Cite

APA	Efe, H., & Kasal, A. (2010). EFFECT OF THE CORNER BLOCK DIMENSION ON TENSILE STRENGTH OF T-TYPE DOWEL JOINTS FOR FRAME CONSTRUCTION. Gazi University Journal of Science, 16(2), 339-350.
AMA	Efe H, Kasal A. EFFECT OF THE CORNER BLOCK DIMENSION ON TENSILE STRENGTH OF T-TYPE DOWEL JOINTS FOR FRAME CONSTRUCTION. Gazi University Journal of Science. August 2010;16(2):339-350.
Chicago	Efe, Hasan, and Ali Kasal. “EFFECT OF THE CORNER BLOCK DIMENSION ON TENSILE STRENGTH OF T-TYPE DOWEL JOINTS FOR FRAME CONSTRUCTION”. Gazi University Journal of Science 16, no. 2 (August 2010): 339-50.
EndNote	Efe H, Kasal A (August 1, 2010) EFFECT OF THE CORNER BLOCK DIMENSION ON TENSILE STRENGTH OF T-TYPE DOWEL JOINTS FOR FRAME CONSTRUCTION. Gazi University Journal of Science 16 2 339–350.
IEEE	H. Efe and A. Kasal, “EFFECT OF THE CORNER BLOCK DIMENSION ON TENSILE STRENGTH OF T-TYPE DOWEL JOINTS FOR FRAME CONSTRUCTION”, Gazi University Journal of Science, vol. 16, no. 2, pp. 339–350, 2010.
ISNAD	Efe, Hasan - Kasal, Ali. “EFFECT OF THE CORNER BLOCK DIMENSION ON TENSILE STRENGTH OF T-TYPE DOWEL JOINTS FOR FRAME CONSTRUCTION”. Gazi University Journal of Science 16/2 (August 2010), 339-350.
JAMA	Efe H, Kasal A. EFFECT OF THE CORNER BLOCK DIMENSION ON TENSILE STRENGTH OF T-TYPE DOWEL JOINTS FOR FRAME CONSTRUCTION. Gazi University Journal of Science. 2010;16:339–350.
MLA	Efe, Hasan and Ali Kasal. “EFFECT OF THE CORNER BLOCK DIMENSION ON TENSILE STRENGTH OF T-TYPE DOWEL JOINTS FOR FRAME CONSTRUCTION”. Gazi University Journal of Science, vol. 16, no. 2, 2010, pp. 339-50.
Vancouver	Efe H, Kasal A. EFFECT OF THE CORNER BLOCK DIMENSION ON TENSILE STRENGTH OF T-TYPE DOWEL JOINTS FOR FRAME CONSTRUCTION. Gazi University Journal of Science. 2010;16(2):339-50.