| 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 | 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 |
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| 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 |
| Atıf Sayıları | |
| Web of Science | 3 |
| Scopus | 2 |
| Google Scholar | 5 |
| Dergi Adı | THIN-WALLED STRUCTURES |
| Yayıncı | Elsevier Ltd |
| Açık Erişim | Hayır |
| ISSN | 0263-8231 |
| E-ISSN | 1879-3223 |
| CiteScore | 9,6 |
| SJR | 1,527 |
| SNIP | 1,959 |