Influences of elastic foundations and shear deformations on the buckling behavior of functionally graded material truncated conical shells under axial compression

Sofiyev, Abdullah; Kadıoğlu, Fethi; Kuruoglu, Nuri

doi:10.1080/15376494.2016.1227509

Influences of elastic foundations and shear deformations on the buckling behavior of functionally graded material truncated conical shells under axial compression

Atıf İçin Kopyala

Sofiyev A. H., Kadıoğlu F., Kuruoglu N.

MECHANICS OF ADVANCED MATERIALS AND STRUCTURES, cilt.24, sa.16, ss.1353-1366, 2017 (SCI-Expanded)

Yayın Türü: Makale / Tam Makale
Cilt numarası: 24 Sayı: 16
Basım Tarihi: 2017
Doi Numarası: 10.1080/15376494.2016.1227509
Dergi Adı: MECHANICS OF ADVANCED MATERIALS AND STRUCTURES
Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
Sayfa Sayıları: ss.1353-1366
İstanbul Teknik Üniversitesi Adresli: Evet

Özet

This article presents an investigation on the buckling of functionally graded (FG) truncated conical shells under an axial load resting on elastic foundations within the shear deformation theory (SDT). The governing equations are solved using the Galerkin method, and the closed-form solution of the axial buckling load for FG conical shells on elastic foundations within the SDT is obtained. Various numerical examples are presented and discussed to verify the accuracy of the closed-form solution in predicting dimensionless buckling loads for FG conical shells on the Winkler-Pasternak elastic foundations within the SDT.