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

Cilt: 5 Sayı: 4 22 Aralık 2017
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Performance Of Cross Sectional Geometries Of Beams According To Buckling Strength Which Are 3d Printed With The Same Amount Of Filament

Öz

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.

Anahtar Kelimeler

Kaynakça

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  6. Baich, Liseli, and Guha Manogharan. "Study of infill print parameters on mechanical strength and production cost-time of 3D printed ABS parts." International Solid Freeform Fabrication Symposium, Austin, TX. 2015.
  7. M. Iliescu E. Nuţu, B. Comănescu Applied Finite Element Method Simulation in 3D Printing, Internatıonal Journal Of Mathematıcs And Computers In Sımulatıon, Issue 4, Volume 2, 2008, 305-312.
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Ayrıntılar

Birincil Dil

İngilizce

Konular

Mühendislik

Bölüm

Araştırma Makalesi

Yayımlanma Tarihi

22 Aralık 2017

Gönderilme Tarihi

16 Nisan 2017

Kabul Tarihi

22 Kasım 2017

Yayımlandığı Sayı

Yıl 2017 Cilt: 5 Sayı: 4

Kaynak Göster

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, ve 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 (01 Aralık 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, ve 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, c. 5, sy 4, ss. 169–177, Ara. 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 (01 Aralık 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, vd. “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, c. 5, sy 4, Aralık 2017, ss. 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. 01 Aralık 2017;5(4):169-77. doi:10.29109/http-gujsc-gazi-edu-tr.306522

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