Research Article

Performance Of Cross Sectional Geometries Of Beams According To Buckling Strength Which Are 3d Printed With The Same Amount Of Filament

Volume: 5 Number: 4 December 22, 2017
TR EN

Performance Of Cross Sectional Geometries Of Beams According To Buckling Strength Which Are 3d Printed With The Same Amount Of Filament

Abstract

Aim of this study is to determine the cross sectional geometries of beams which have better response to buckling with the usage of same amount of filament. These beams have the same cross sectional area and length. Thus, design points were sorted freely without the consideration of the amount of filament, printing time and energy consumption. Length of beams and applied forces were kept constant for each design point, besides that basic cross sectional geometries were changed for each design series. These geometries were selected as, circle, rectangle, equilateral triangle, rhombus (diamond), ellipse and rounded rectangle. Moreover four different printing material were taken into consideration for comparison according to buckling. Depending on 6 different cross sectional shape, 101 cross sectional area and 4 material, totally 2424 design alternatives were built. Firstly, mathematical model of these designs were constructed, then they were tested by using finite element method (FEM) and regression analysis. All model branches were compared to each other with the statistical analysis. As a result of all analyses, design alternatives were sorted according to mechanical strength.

Keywords

References

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Details

Primary Language

English

Subjects

Engineering

Journal Section

Research Article

Publication Date

December 22, 2017

Submission Date

April 16, 2017

Acceptance Date

November 22, 2017

Published in Issue

Year 2017 Volume: 5 Number: 4

APA
Çetindağ, H. A., Toktaş, İ., & Özkan, M. T. (2017). Performance Of Cross Sectional Geometries Of Beams According To Buckling Strength Which Are 3d Printed With The Same Amount Of Filament. Gazi Üniversitesi Fen Bilimleri Dergisi Part C: Tasarım Ve Teknoloji, 5(4), 169-177. https://doi.org/10.29109/http-gujsc-gazi-edu-tr.306522
AMA
1.Çetindağ HA, Toktaş İ, Özkan MT. Performance Of Cross Sectional Geometries Of Beams According To Buckling Strength Which Are 3d Printed With The Same Amount Of Filament. GUJS Part C. 2017;5(4):169-177. doi:10.29109/http-gujsc-gazi-edu-tr.306522
Chicago
Çetindağ, Hüseyin Alp, İhsan Toktaş, and Murat Tolga Özkan. 2017. “Performance Of Cross Sectional Geometries Of Beams According To Buckling Strength Which Are 3d Printed With The Same Amount Of Filament”. Gazi Üniversitesi Fen Bilimleri Dergisi Part C: Tasarım Ve Teknoloji 5 (4): 169-77. https://doi.org/10.29109/http-gujsc-gazi-edu-tr.306522.
EndNote
Çetindağ HA, Toktaş İ, Özkan MT (December 1, 2017) Performance Of Cross Sectional Geometries Of Beams According To Buckling Strength Which Are 3d Printed With The Same Amount Of Filament. Gazi Üniversitesi Fen Bilimleri Dergisi Part C: Tasarım ve Teknoloji 5 4 169–177.
IEEE
[1]H. A. Çetindağ, İ. Toktaş, and M. T. Özkan, “Performance Of Cross Sectional Geometries Of Beams According To Buckling Strength Which Are 3d Printed With The Same Amount Of Filament”, GUJS Part C, vol. 5, no. 4, pp. 169–177, Dec. 2017, doi: 10.29109/http-gujsc-gazi-edu-tr.306522.
ISNAD
Çetindağ, Hüseyin Alp - Toktaş, İhsan - Özkan, Murat Tolga. “Performance Of Cross Sectional Geometries Of Beams According To Buckling Strength Which Are 3d Printed With The Same Amount Of Filament”. Gazi Üniversitesi Fen Bilimleri Dergisi Part C: Tasarım ve Teknoloji 5/4 (December 1, 2017): 169-177. https://doi.org/10.29109/http-gujsc-gazi-edu-tr.306522.
JAMA
1.Çetindağ HA, Toktaş İ, Özkan MT. Performance Of Cross Sectional Geometries Of Beams According To Buckling Strength Which Are 3d Printed With The Same Amount Of Filament. GUJS Part C. 2017;5:169–177.
MLA
Çetindağ, Hüseyin Alp, et al. “Performance Of Cross Sectional Geometries Of Beams According To Buckling Strength Which Are 3d Printed With The Same Amount Of Filament”. Gazi Üniversitesi Fen Bilimleri Dergisi Part C: Tasarım Ve Teknoloji, vol. 5, no. 4, Dec. 2017, pp. 169-77, doi:10.29109/http-gujsc-gazi-edu-tr.306522.
Vancouver
1.Hüseyin Alp Çetindağ, İhsan Toktaş, Murat Tolga Özkan. Performance Of Cross Sectional Geometries Of Beams According To Buckling Strength Which Are 3d Printed With The Same Amount Of Filament. GUJS Part C. 2017 Dec. 1;5(4):169-77. doi:10.29109/http-gujsc-gazi-edu-tr.306522

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