Homoclinic and heteroclinic orbits underlying the post-buckling of axially-compressed cylindrical shells
β Scribed by G.W. Hunt; G.J. Lord; A.R. Champneys
- Publisher
- Elsevier Science
- Year
- 1999
- Tongue
- English
- Weight
- 943 KB
- Volume
- 170
- Category
- Article
- ISSN
- 0045-7825
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β¦ Synopsis
A structural system with an unstable post-buckling response that subsequently restabilizes has the potential to exhibit hnmoclinic connections from the fundamenta]! equilibrium state to itself over a range of loads, and heteroclinic connections between fundamental and periodic equilibrium states over a different (smaller) range of loads. It is argued that such equilibrium configurations are impurtant in the interpretation of observed behaviour, and govern the minimum possible post-buckling loads.
To illustrate this, the classical problem of a long thin axially-compressed cylindrical shell is revisited from three different perspectives: asymptotic conjecture, analogy with nonlinear dynamics, and numerical contihuation analysis of a partial spectral decomposition of the underlying equilibrium equations. The nonlinear dynamics analogy demonstrates tha! the structure of the heteroclinic connections is more complicated than that indicated by the asymptutics: this is confirmed by the numerics. However, when the asymptotic portrayal is cornpared to the numerics, it turns out 1o be surprisingly accurate in its Maxwell-load prediction of the practically-significant first minimum to appear in the post-buckling regime.
π SIMILAR VOLUMES
A post-buckling analysis is presented for a stiffened laminated cylindrical shell of finite length subject to combined loading of external pressure and axial compression. The formulations are based on a boundary layer theory of shell buckling which includes the effects of the nonlinear pre-buckling
A thick shell theory is used to calculate the critical load of plastic buckling of axially compressed cylindrical shells. The buckling equations are derived with the principle of virtual work on the basis of a transverse shear deformable displacement ΓΏeld. The deformation theory of plasticity is use
The in~uence of localized imperfections on the buckling of a long cylindrical shell under axial compression is analysed by using a double scale analysis including interaction modes[ This leads to a system of coupled complex non!linear di}erential equations with discontinuous derivatives[ We propose