On the bending, buckling and free vibration analysis of bio-inspired helicoidal laminated composite shear and normal deformable beams

dc.authorscopusidArmağan Karamanlı / 55659970400
dc.authorwosidArmağan Karamanlı / AGG-2487-2022
dc.contributor.authorKaramanlı, Armağan
dc.contributor.authorVo, Thuc P.
dc.contributor.authorBelarbi, Mohamed-Ouejdi
dc.contributor.authorLee, Seunghye
dc.date.accessioned2025-04-17T12:31:04Z
dc.date.available2025-04-17T12:31:04Z
dc.date.issued2025
dc.departmentİstinye Üniversitesi, Mühendislik ve Doğa Bilimleri Fakültesi, Makine Mühendisliği Bölümü
dc.description.abstractThe mechanical behaviours of bio-inspired helicoidal symmetric laminated composite (BIHLC) beams are investigated via the Ritz method. By exploiting the variational formulation, equations of motion along with element stiffness, geometrical stiffness, and mass matrices are derived. The study conducts a thorough examination, covering bending, buckling stability, and free vibration analyses of BIHLC beams with various lamination schemes. The developed model is verified against existing literature on conventional composite laminated and BIHLC beams. The study also examines the mechanical response of BIHLCs, considering boundary conditions, lamination schemes, orthotropy ratios, and aspect ratios. Notably, deflections, critical buckling loads, and fundamental frequencies demonstrate variations dependent on the specific lamination scheme, boundary condition, and aspect ratio. Novel findings, presented for the first time, offer valuable insights for future studies in this area.
dc.description.sponsorshipNational Research Foundation of Korea
dc.identifier.citationKaramanli, A., Vo, T. P., Belarbi, M. O., & Lee, S. (2025). On the bending, buckling and free vibration analysis of bio-inspired helicoidal laminated composite shear and normal deformable beams. Composite Structures, 352, 118641.
dc.identifier.doi10.1016/j.compstruct.2024.118641
dc.identifier.endpage16
dc.identifier.issn0263-8223
dc.identifier.issn1879-1085
dc.identifier.scopus2-s2.0-85206467336
dc.identifier.scopusqualityQ1
dc.identifier.startpage1
dc.identifier.urihttp://dx.doi.org/10.1016/j.compstruct.2024.118641
dc.identifier.urihttps://hdl.handle.net/20.500.12713/6247
dc.identifier.volume352
dc.identifier.wosWOS:001339018400001
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.indekslendigikaynakPubMed
dc.institutionauthorKaramanlı, Armağan
dc.institutionauthoridArmağan Karamanlı / 0000-0003-3990-6515
dc.language.isoen
dc.publisherElsevier ltd
dc.relation.ispartofComposite structures
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectBending
dc.subjectBio-Inspired Helicoidal Laminated Composite Beams
dc.subjectBuckling
dc.subjectFree Vibration
dc.subjectLaminated Composite Beams
dc.subjectRitz Method
dc.titleOn the bending, buckling and free vibration analysis of bio-inspired helicoidal laminated composite shear and normal deformable beams
dc.typeArticle

Dosyalar

Orijinal paket
Listeleniyor 1 - 1 / 1
Yükleniyor...
Küçük Resim
İsim:
1-s2.0-S0263822324007694-main.pdf
Boyut:
4.52 MB
Biçim:
Adobe Portable Document Format
Lisans paketi
Listeleniyor 1 - 1 / 1
Küçük Resim Yok
İsim:
license.txt
Boyut:
1.17 KB
Biçim:
Item-specific license agreed upon to submission
Açıklama: