Analysis of higher-order shear deformable porous orthotropic laminated doubly-curved shallow shells subjected to non-uniformly distributed edge loadings: Nonlinear post-buckling response
Yazarlar (4)
Dr. Öğr. Üyesi Ferruh Turan Ondokuz Mayıs Üniversitesi, Türkiye
Ertugrul Zeren
Ondokuz Mayis Üniversitesi, Türkiye
Prof. Dr. Muhammed Karadenız Ondokuz Mayis Üniversitesi, Türkiye
Dr. Öğr. Üyesi Muhammed Fatih BAŞOĞLU Tokat Gaziosmanpaşa Üniversitesi, Türkiye
Makale Türü Özgün Makale (SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale)
Dergi Adı Thin Walled Structures (Q1)
Dergi ISSN 0263-8231 Wos Dergi Scopus Dergi
Dergi Tarandığı Indeksler SCI-Expanded
Makale Dili Türkçe Basım Tarihi 12-2025
Cilt / Sayı / Sayfa 217 / 1 / 113878–0 DOI 10.1016/j.tws.2025.113878
Makale Linki https://doi.org/10.1016/j.tws.2025.113878
UAK Araştırma Alanları
Katı Cisimler Mekaniği Sayısal Modelleme Yapı Mekaniği
Özet
This study presents a comprehensive nonlinear post-buckling analysis of porous orthotropic laminated doubly-curved shallow shells with varying porosity distributions under different non-uniform loading configurations. Both spherical (SS) and hyperbolic paraboloidal shells (HPS) are examined based on HSDT and von Kármán-type geometric nonlinearity. The governing equations are derived using the virtual work principle and solved via the Galerkin method, accounting for the effects of lamination sequence, loading pattern, orientation angle, orthotropy, geometrical parameter, porosity coefficient, and porosity distribution pattern. The numerical results reveal that three-layered shells generally outperform four-layered ones concerning post-buckling resistance, although this advantage diminishes with increasing porosity. SSs demonstrate superior load-carrying capacity compared to HPSs up to moderate non …
Anahtar Kelimeler
Doubly-curved shell | Laminated shell | Non-uniform loading | Orthotropy | Porous | Post-buckling | Shear deformation