Static analysis of composite beams on variable stiffness elastic foundations by the Homotopy Analysis Method

New analytical solutions for the static deflection of anisotropic composite beams resting on variable stiffness elastic foundations are obtained by the means of the Homotopy Analysis Method (HAM). The method provides a closed-form series solution for the problem described by a non-homogeneous system...

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Detalles Bibliográficos
Autores principales: Doeva, Olga, Masjedi, Pedram Khaneh, Weaver, Paul M.
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Springer Vienna 2021
Materias:
Original Paper
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8549990/
https://www.ncbi.nlm.nih.gov/pubmed/34720109
http://dx.doi.org/10.1007/s00707-021-03043-z

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8549990/
https://www.ncbi.nlm.nih.gov/pubmed/34720109
http://dx.doi.org/10.1007/s00707-021-03043-z

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