| نویسندگان | علی قربانپور-سعید گلابی-عباس لقمان-دانشی |
| نشریه | J MECH SCI TECHNOL |
| تاریخ انتشار | 2007-8-01 |
| نوع نشریه | الکترونیکی |
| نمایه نشریه | ISI ,SCOPUS |
چکیده مقاله
In this paper, the elastic axisymmetric buckling of a thin, isotropic and simply supported cylindrical shell with an
elastic core under axial compression has been analyzed using energy method. The nonlinear strain-displacement
relations in general cylindrical coordinates are simplified using Sanders kinematic relations (Sanders, 1963) for axial
compression. Equilibrium equations are obtained by using minimum potential energy together with Euler equations
applied for potential energy function in cylindrical shell. To acquire stability equation of cylindrical shell with an elastic
core, minimum potential energy theory and Trefftz criteria are implemented. Stability and compatibility equations for
an imperfect cylindrical shell with an elastic core are also obtained by the energy method, and the buckling analysis of
shell is carried out using Galerkin method. Critical load curves versus the aspect ratio are obtained and analyzed for a
cylindrical shell with an elastic core. It is concluded that the application of an elastic core increases elastic stability and
significantly reduces the weight of cylindrical shells.