Buckling of Euler Columns with a Continuous Elastic Restraint via Homotopy Analysis Method
Küçük Resim Yok
Tarih
2013
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
HINDAWI LTD
Erişim Hakkı
info:eu-repo/semantics/openAccess
Özet
Homotopy Analysis Method (HAM) is applied to find the critical buckling load of the Euler columns with continuous elastic restraints. HAM has been successfully applied to many linear and nonlinear, ordinary and partial, differential equations, integral equations, and difference equations. In this study, we presented the application of HAM to the critical buckling loads for Euler columns with five different support cases continuous elastic restraints. The results are compared with the analytic solutions.
Açıklama
Anahtar Kelimeler
Kaynak
JOURNAL OF APPLIED MATHEMATICS
WoS Q Değeri
Q3
Scopus Q Değeri
Q3
