Unimodal Optimization of Axially Compressed Shear Deformable Columns
Öz
In this study, the
unimodal optimality conditions for axially compressed shear deformable columns
are formulated and the optimal design problems defined are numerically solved
using an iterative procedure based on the finite element method. The results
presented show that the optimization results are more reliable than the ones
obtained using classical beam theory as cross-sectional area does not vanish at points where the
bending moment is equal to zero.
Anahtar Kelimeler
Teşekkür
Kaynakça
- [1]. C.M. Wang, C.Y. Wang, J.N. Reddy, ‘Exact Solutions for buckling of structural members’, CRC Press, Florida, USA, 2005.
- [2]. M.J. Maurizi, P.M. Belles, Comments on ‘The effect of shear deformations on the critical buckling of columns’. Journal of Sound and Vibration, 185:5, 908-909, 1995.
- [3]. J.B. Kosmatka, An improved two-node finite element for stability and natural frequencies of axial-loaded timoshenko beams. Computers & Structures, 57:1, 141-149, 1995.
- [4]. J.R. Banarjee, F.W. Williams, The effect of shear deformation on the critical buckling of columns. Journal of Sound and Vibration, 174:5, 607-616, 1994.
- [5]. C.M. Wang, R.P.S. Han, A further note on the effect of shear deformation on the critical buckling of columns. Journal of Sound and Vibration, 185:5, 895-896, 1995.
- [6]. Cagdas, I. U., & Adali, S. Optimization of clamped columns under distributed axial load and subject to stress constraints. Engineering Optimization, 39(4), 453-469, 2007.
- [7]. Adali, S., & Cagdas, I. U. Optimal design of simply supported columns subject to distributed axial load and stress constraint. Optimal Control Applications and Methods, 30(5), 505-520, 2009.
- [8]. Cagdas, I. U., & Adali, S. Optimal shapes of clamped–simply supported columns under distributed axial load and stress constraint. Engineering Optimization, 45(2), 123-139, 2013.
Ayrıntılar
Birincil Dil
İngilizce
Konular
Mühendislik
Bölüm
Araştırma Makalesi
Yazarlar
Yayımlanma Tarihi
31 Temmuz 2019
Gönderilme Tarihi
15 Temmuz 2019
Kabul Tarihi
31 Temmuz 2019
Yayımlandığı Sayı
Yıl 2019 Cilt: 5 Sayı: 2