Buckling response of porous orthotropic laminated plates subjected to non-uniform edge compressions: Effect of orthotropic foundations
Yazarlar (4)
Ferruh Turan Ondokuz Mayıs Üniversitesi, Türkiye
Muzaffer Kerem Ertek Ondokuz Mayis Üniversitesi, Türkiye
Utku Köktan 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 Dergi Bilgileri (2026)
Dergi Tarandığı Indeksler SCI-Expanded
Makale Dili Türkçe Basım Tarihi 01-2026
Cilt / Sayı / Sayfa 218 / 1 / 114122–0 DOI 10.1016/j.tws.2025.114122
Makale Linki https://doi.org/10.1016/j.tws.2025.114122
UAK Araştırma Alanları
Katı Cisimler Mekaniği Sayısal Modelleme Yapı Mekaniği
Özet
Porous orthotropic laminated plates are increasingly employed in aerospace, marine, and civil engineering applications due to their high strength-to-weight ratio and tailorability. However, their stability performance under non-uniform edge loading and elastic foundation support remains inadequately understood, particularly when porosity and foundation orthotropy are involved. This study aims to analytically investigate the critical buckling behavior of porous orthotropic laminated plates subjected to various non-uniform in-plane edge compressions, while resting on Winkler and orthotropic Pasternak elastic foundations. The effects of porosity distribution patterns, porosity coefficients, lamination sequences, fiber orientation angles, orthotropy ratios, plate aspect ratios, side-to-thickness ratios, and foundation parameters are systematically examined. The governing equations are derived based on higher-order shear …
Anahtar Kelimeler
Buckling | Foundation | Laminated plate | Non-uniform loading | Orthotropy | Porous | Shear deformation