Nonlinear analytical solution for cylindrical shell deformations under asymmetric axial and transverse loads using FSDT
DOI10.1007/S00707-023-03487-5zbMath1521.74137OpenAlexW4321597473MaRDI QIDQ6098683
Hamed Bagherian, Hamidreza Eipakchi
Publication date: 14 June 2023
Published in: Acta Mechanica (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00707-023-03487-5
perturbation methodvirtual work principleFourier series methodfirst-order shear deformation theoryvon Karman shell modelHooke law
Classical linear elasticity (74B05) Analytic approximation of solutions (perturbation methods, asymptotic methods, series, etc.) of equilibrium problems in solid mechanics (74G10) Shells (74K25)
Cites Work
- Unnamed Item
- Unnamed Item
- Nonlinear buckling and post-buckling of imperfect FG porous sandwich cylindrical panels subjected to axial loading under various boundary conditions
- The closed-form solutions for buckling and postbuckling behaviour of anisotropic shear deformable laminated doubly-curved shells by matching method with the boundary layer of shell buckling
- Analysis for the thermoelastic bending of a functionally graded material cylindrical shell
- Imperfection sensitivity of thin elastic cylindrical shells subject to partial axial compression
- Nonlinear Vibrations and Stability of Shells and Plates
- Post-buckling analysis of functionally graded multilayer graphene platelet reinforced composite cylindrical shells under axial compression
This page was built for publication: Nonlinear analytical solution for cylindrical shell deformations under asymmetric axial and transverse loads using FSDT