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

Hasan Efe; Ali Kasal

EN

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

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.

Details

Primary Language

English

Subjects

-

Journal Section

-

Authors

Hasan Efe

Ali Kasal This is me

Publication Date

August 6, 2010

Submission Date

August 6, 2010

Acceptance Date

-

Published in Issue

Year 2003 Volume: 16 Number: 2

IZ

https://izlik.org/JA38XB37CP

Cite

RIS / Bibtex

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. https://izlik.org/JA38XB37CP

AMA

1.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):339-350. https://izlik.org/JA38XB37CP

Chicago

Efe, Hasan, and Ali Kasal. 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): 339-50. https://izlik.org/JA38XB37CP.

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

[1]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, Aug. 2010, [Online]. Available: https://izlik.org/JA38XB37CP

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 1, 2010): 339-350. https://izlik.org/JA38XB37CP.

JAMA

1.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, Aug. 2010, pp. 339-50, https://izlik.org/JA38XB37CP.

Vancouver

1.Hasan Efe, Ali Kasal. EFFECT OF THE CORNER BLOCK DIMENSION ON TENSILE STRENGTH OF T-TYPE DOWEL JOINTS FOR FRAME CONSTRUCTION. Gazi University Journal of Science [Internet]. 2010 Aug. 1;16(2):339-50. Available from: https://izlik.org/JA38XB37CP