Les Inscriptions à la Bibliothèque sont ouvertes en
ligne via le site: https://biblio.enp.edu.dz
Les Réinscriptions se font à :
• La Bibliothèque Annexe pour les étudiants en
2ème Année CPST
• La Bibliothèque Centrale pour les étudiants en Spécialités
A partir de cette page vous pouvez :
Retourner au premier écran avec les recherches... |
Détail de l'auteur
Auteur Shan, Luyang
Documents disponibles écrits par cet auteur
Affiner la rechercheLocal delamination buckling of laminated composite beams using novel joint deformation models / Qiao, Pizhong in Journal of engineering mechanics, Vol. 136 N° 5 (Mai 2010)
[article]
in Journal of engineering mechanics > Vol. 136 N° 5 (Mai 2010) . - pp. 541-550
Titre : Local delamination buckling of laminated composite beams using novel joint deformation models Type de document : texte imprimé Auteurs : Qiao, Pizhong, Auteur ; Shan, Luyang, Auteur ; Chen, Fangliang, Auteur Année de publication : 2010 Article en page(s) : pp. 541-550 Note générale : Mécanique appliquée Langues : Anglais (eng) Mots-clés : Delaminating Buckling Joints Deformation Transverse shear Composite beams. Résumé : Local delamination buckling formulas for laminated composite beams are derived based on the rigid, semirigid, and flexible joint models with respect to three bilayer beam (i.e., conventional composite, shear-deformable bilayer, and interface-deformable bilayer, respectively) theories. Two local delamination buckling modes (i.e., sublayer delamination buckling and symmetrical delamination buckling) are analyzed and their critical buckling loads based on the three joint models are obtained. A numerical finite-element simulation is carried out to validate the accuracy of the formulas, and parametric studies of delamination length ratio, the transverse shear effect, and the influence of interface compliance are conducted to demonstrate the improvement of the flexible joint model compared to the rigid and semirigid joint models. The explicit local delamination buckling solutions developed in this study facilitate the design analysis and optimization of laminated composite structures and provide simplified and improved practical design equations and guidelines for buckling analyses. DEWEY : 620.1 ISSN : 0733-9399 En ligne : http://ascelibrary.aip.org/vsearch/servlet/VerityServlet?KEY=ASCERL&CURRENT=null [...] [article] Local delamination buckling of laminated composite beams using novel joint deformation models [texte imprimé] / Qiao, Pizhong, Auteur ; Shan, Luyang, Auteur ; Chen, Fangliang, Auteur . - 2010 . - pp. 541-550.
Mécanique appliquée
Langues : Anglais (eng)
in Journal of engineering mechanics > Vol. 136 N° 5 (Mai 2010) . - pp. 541-550
Mots-clés : Delaminating Buckling Joints Deformation Transverse shear Composite beams. Résumé : Local delamination buckling formulas for laminated composite beams are derived based on the rigid, semirigid, and flexible joint models with respect to three bilayer beam (i.e., conventional composite, shear-deformable bilayer, and interface-deformable bilayer, respectively) theories. Two local delamination buckling modes (i.e., sublayer delamination buckling and symmetrical delamination buckling) are analyzed and their critical buckling loads based on the three joint models are obtained. A numerical finite-element simulation is carried out to validate the accuracy of the formulas, and parametric studies of delamination length ratio, the transverse shear effect, and the influence of interface compliance are conducted to demonstrate the improvement of the flexible joint model compared to the rigid and semirigid joint models. The explicit local delamination buckling solutions developed in this study facilitate the design analysis and optimization of laminated composite structures and provide simplified and improved practical design equations and guidelines for buckling analyses. DEWEY : 620.1 ISSN : 0733-9399 En ligne : http://ascelibrary.aip.org/vsearch/servlet/VerityServlet?KEY=ASCERL&CURRENT=null [...]