Araştırma Makalesi
PDF EndNote BibTex RIS Kaynak Göster

Eigenvalue Buckling Analysis of Beams with Different Width and Square Cutout

Yıl 2022, Cilt 6, Sayı 1, 71 - 78, 30.06.2022
https://doi.org/10.29002/asujse.1097633

Öz

In this study, effect of square cutout and beam widths on eigenvalue buckling analysis of beams is evaluated using finite element and Taguchi methods. ANSYS software is used to perform the finite element analyses and the analyses were conducted Taguchi L9 orthogonal array with three control factors. Each control factor has three levels. The first control factor is considered as position of square cutout whereas the second control factor was assumed as beam widths. The influence of levels of the beam widths and square cutouts on responses is determined using analysis of signal-to-noise ratio whereas variance analysis was operated to notice the effect of each control factor on the buckling behavior of the beams. According to results obtained from the study, the buckling value of the beams increase as the square cutout get closer to the free edge. Increase of the beam widths leads to an increase on buckling result of the beams. The effect of beam width on the buckling analysis is higher than square cutout.

Kaynakça

  • [1] S. Abolghasemi, H. Eipakchi, M. Shariati, An analytical solution for buckling of plates with circular cutout subjected to non-uniform in-plane loading, Archive of Applied Mechanics 89 (2019) 2519-2543.
  • [2] S.-E. Kim, H.-T. Thai, J. Lee, Buckling analysis of plates using the two variable refined plate theory, Thin-Walled Structures 47 (2009) 455-462.
  • [3] S. Singh, K. Kulkarni, R. Pandey, H. Singh, Buckling analysis of thin rectangular plates with cutouts subjected to partial edge compression using FEM, Journal of Engineering, Design and Technology 10 (2012) 128-142.
  • [4] V. Piscopo, Refined buckling analysis of rectangular plates under uniaxial and biaxial compression, International Journal of Mechanical and Mechatronics Engineering 4 (2010) 1018-1025.
  • [5] H. Kobayashi, K. Sonoda, Buckling of rectangular plates with tapered thickness, Journal of Structural Engineering 116 (1990) 1278-1289.
  • [6] X. Wang, X. Wang, X. Shi, Differential quadrature buckling analyses of rectangular plates subjected to non-uniform distributed in-plane loadings, Thin-Walled Structures 44 (2006) 837-843.
  • [7] O. Mijušković, B. Ćorić, B. Šćepanović, Accurate buckling loads of plates with different boundary conditions under arbitrary edge compression, International Journal of Mechanical Sciences 101-102 (2015) 309-323.
  • [8] S. Kvaternik, M. Filippi, D. Lanc, G. Turkalj, E. Carrera, Comparison of classical and refined beam models applied on isotropic and FG thin-walled beams in nonlinear buckling response, Composite Structures 229 (2019) 111490.
  • [9] Ç. Demir, K. Mercan, Ö. Civalek, Determination of critical buckling loads of isotropic, FGM and laminated truncated conical panel, Composites Part B: Engineering 94 (2016) 1-10.
  • [10] L.P. Kollár, Buckling of isotropic and orthotropic cylinders under induced moments, International Journal of Solids and Structures 34 (1997) 1915-1923.
  • [11] B. Akgöz, Ö. Civalek, A size-dependent beam model for stability of axially loaded carbon nanotubes surrounded by Pasternak elastic foundation, Composite Structures 176 (2017) 1028-1038.
  • [12] Ö. Civalek, Application of differential quadrature (DQ) and harmonic differential quadrature (HDQ) for buckling analysis of thin isotropic plates and elastic columns, Engineering Structures 26 (2004) 171-186.
  • [13] B. Akgöz, Ö. Civalek, Buckling analysis of functionally graded microbeams based on the strain gradient theory, Acta Mechanica 224 (2013) 2185-2201.
  • [14] P.J. Ross, Taguchi Techniques for Quality Engineering, McGraw-Hill International Editions, 2nd Edition, New York, USA, 1996.

Yıl 2022, Cilt 6, Sayı 1, 71 - 78, 30.06.2022
https://doi.org/10.29002/asujse.1097633

Öz

Kaynakça

  • [1] S. Abolghasemi, H. Eipakchi, M. Shariati, An analytical solution for buckling of plates with circular cutout subjected to non-uniform in-plane loading, Archive of Applied Mechanics 89 (2019) 2519-2543.
  • [2] S.-E. Kim, H.-T. Thai, J. Lee, Buckling analysis of plates using the two variable refined plate theory, Thin-Walled Structures 47 (2009) 455-462.
  • [3] S. Singh, K. Kulkarni, R. Pandey, H. Singh, Buckling analysis of thin rectangular plates with cutouts subjected to partial edge compression using FEM, Journal of Engineering, Design and Technology 10 (2012) 128-142.
  • [4] V. Piscopo, Refined buckling analysis of rectangular plates under uniaxial and biaxial compression, International Journal of Mechanical and Mechatronics Engineering 4 (2010) 1018-1025.
  • [5] H. Kobayashi, K. Sonoda, Buckling of rectangular plates with tapered thickness, Journal of Structural Engineering 116 (1990) 1278-1289.
  • [6] X. Wang, X. Wang, X. Shi, Differential quadrature buckling analyses of rectangular plates subjected to non-uniform distributed in-plane loadings, Thin-Walled Structures 44 (2006) 837-843.
  • [7] O. Mijušković, B. Ćorić, B. Šćepanović, Accurate buckling loads of plates with different boundary conditions under arbitrary edge compression, International Journal of Mechanical Sciences 101-102 (2015) 309-323.
  • [8] S. Kvaternik, M. Filippi, D. Lanc, G. Turkalj, E. Carrera, Comparison of classical and refined beam models applied on isotropic and FG thin-walled beams in nonlinear buckling response, Composite Structures 229 (2019) 111490.
  • [9] Ç. Demir, K. Mercan, Ö. Civalek, Determination of critical buckling loads of isotropic, FGM and laminated truncated conical panel, Composites Part B: Engineering 94 (2016) 1-10.
  • [10] L.P. Kollár, Buckling of isotropic and orthotropic cylinders under induced moments, International Journal of Solids and Structures 34 (1997) 1915-1923.
  • [11] B. Akgöz, Ö. Civalek, A size-dependent beam model for stability of axially loaded carbon nanotubes surrounded by Pasternak elastic foundation, Composite Structures 176 (2017) 1028-1038.
  • [12] Ö. Civalek, Application of differential quadrature (DQ) and harmonic differential quadrature (HDQ) for buckling analysis of thin isotropic plates and elastic columns, Engineering Structures 26 (2004) 171-186.
  • [13] B. Akgöz, Ö. Civalek, Buckling analysis of functionally graded microbeams based on the strain gradient theory, Acta Mechanica 224 (2013) 2185-2201.
  • [14] P.J. Ross, Taguchi Techniques for Quality Engineering, McGraw-Hill International Editions, 2nd Edition, New York, USA, 1996.

Ayrıntılar

Birincil Dil İngilizce
Konular Mühendislik
Bölüm Research Article
Yazarlar

Savaş EVRAN> (Sorumlu Yazar)
CANAKKALE ONSEKIZ MART UNIVERSITY
0000-0002-7512-5997
Türkiye


Salih Zeki YILDIR Bu kişi benim
ÇANAKKALE ONSEKİZ MART ÜNİVERSİTESİ, ÇANAKKALE UYGULAMALI BİLİMLER FAKÜLTESİ, ENERJİ İŞLETMELERİ YÖNETİMİ BÖLÜMÜ
0000-0002-9544-7336
Türkiye

Yayımlanma Tarihi 30 Haziran 2022
Başvuru Tarihi 2 Nisan 2022
Kabul Tarihi 6 Haziran 2022
Yayınlandığı Sayı Yıl 2022, Cilt 6, Sayı 1

Kaynak Göster

Bibtex @araştırma makalesi { asujse1097633, journal = {Aksaray University Journal of Science and Engineering}, eissn = {2587-1277}, address = {Aksaray Üniversitesi, Fen Bilimleri Enstitüsü, Merkez Kampüs, 68100 Aksaray}, publisher = {Aksaray Üniversitesi}, year = {2022}, volume = {6}, number = {1}, pages = {71 - 78}, doi = {10.29002/asujse.1097633}, title = {Eigenvalue Buckling Analysis of Beams with Different Width and Square Cutout}, key = {cite}, author = {Evran, Savaş and Yıldır, Salih Zeki} }
APA Evran, S. & Yıldır, S. Z. (2022). Eigenvalue Buckling Analysis of Beams with Different Width and Square Cutout . Aksaray University Journal of Science and Engineering , 6 (1) , 71-78 . DOI: 10.29002/asujse.1097633
MLA Evran, S. , Yıldır, S. Z. "Eigenvalue Buckling Analysis of Beams with Different Width and Square Cutout" . Aksaray University Journal of Science and Engineering 6 (2022 ): 71-78 <http://asujse.aksaray.edu.tr/tr/pub/issue/68039/1097633>
Chicago Evran, S. , Yıldır, S. Z. "Eigenvalue Buckling Analysis of Beams with Different Width and Square Cutout". Aksaray University Journal of Science and Engineering 6 (2022 ): 71-78
RIS TY - JOUR T1 - Eigenvalue Buckling Analysis of Beams with Different Width and Square Cutout AU - SavaşEvran, Salih ZekiYıldır Y1 - 2022 PY - 2022 N1 - doi: 10.29002/asujse.1097633 DO - 10.29002/asujse.1097633 T2 - Aksaray University Journal of Science and Engineering JF - Journal JO - JOR SP - 71 EP - 78 VL - 6 IS - 1 SN - -2587-1277 M3 - doi: 10.29002/asujse.1097633 UR - https://doi.org/10.29002/asujse.1097633 Y2 - 2022 ER -
EndNote %0 Aksaray University Journal of Science and Engineering Eigenvalue Buckling Analysis of Beams with Different Width and Square Cutout %A Savaş Evran , Salih Zeki Yıldır %T Eigenvalue Buckling Analysis of Beams with Different Width and Square Cutout %D 2022 %J Aksaray University Journal of Science and Engineering %P -2587-1277 %V 6 %N 1 %R doi: 10.29002/asujse.1097633 %U 10.29002/asujse.1097633
ISNAD Evran, Savaş , Yıldır, Salih Zeki . "Eigenvalue Buckling Analysis of Beams with Different Width and Square Cutout". Aksaray University Journal of Science and Engineering 6 / 1 (Haziran 2022): 71-78 . https://doi.org/10.29002/asujse.1097633
AMA Evran S. , Yıldır S. Z. Eigenvalue Buckling Analysis of Beams with Different Width and Square Cutout. Aksaray J. Sci. Eng.. 2022; 6(1): 71-78.
Vancouver Evran S. , Yıldır S. Z. Eigenvalue Buckling Analysis of Beams with Different Width and Square Cutout. Aksaray University Journal of Science and Engineering. 2022; 6(1): 71-78.
IEEE S. Evran ve S. Z. Yıldır , "Eigenvalue Buckling Analysis of Beams with Different Width and Square Cutout", Aksaray University Journal of Science and Engineering, c. 6, sayı. 1, ss. 71-78, Haz. 2022, doi:10.29002/asujse.1097633

Aksaray J. Sci. Eng. | e-ISSN: 2587-1277 | Period: Biannually | Founded: 2017 | Publisher: Aksaray University | https://asujse.aksaray.edu.tr


ASUJSE is indexing&Archiving in

crossref-logo-landscape-100.pngscilitLogo.png    scholar_logo_30dp.png   logo_wcmasthead_en.png   logo-large-explore.png    oaliblogo2.jpg   GettyImages_90309427_montage_255x130px.png search-result-logo-horizontal-TEST.jpgIndex Copernicus

Dimensions



Creative Commons License