Elastic buckling of rectangular plates under linearly varying in-plane normal load with a circular cutout
Yükleniyor...
Tarih
2008
Yazarlar
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
Pergamon-Elsevier Science Ltd
Erişim Hakkı
info:eu-repo/semantics/closedAccess
Özet
The elastic buckling behavior of rectangular perforated plates was studied by using the finite element method in this study. Circular cutout was chosen at different locations along the principal x-axis of plates subjected to linearly varying loading in order to evaluate the effect of cutout location on the buckling behavior of plates. The results show that the center of a circular hole should not be placed at the end half of the outer panel for all loading patterns. Furthermore, the presence of a circular hole always causes a decrease in the elastic buckling load of plates subjected to bending, even if the circular hole is not in the outer panel. (c) 2008 Elsevier Ltd. All rights reserved.
Açıklama
Anahtar Kelimeler
Buckling, Perforated Plates, Linearly Varying in-plane Load, Cutouts, Rectangular Plates
Kaynak
Mechanics Research Communications
WoS Q Değeri
N/A
Scopus Q Değeri
Q2
Cilt
35
Sayı
6
