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.
Optimal column shear deformation optimality condition iterative solution
The author is grateful to Prof. Sarp Adali for his generous support during this research study.
Birincil Dil | İngilizce |
---|---|
Konular | Mühendislik |
Bölüm | Research Articles |
Yazarlar | |
Yayımlanma Tarihi | 31 Temmuz 2019 |
Gönderilme Tarihi | 15 Temmuz 2019 |
Kabul Tarihi | 31 Temmuz 2019 |
Yayımlandığı Sayı | Yıl 2019 |