Stability of localised equilibria arising in a fourth-order partial differential equation modelling struts is investigated. It was shown in Buffoni, Champneys & Toland (1996) that the model exhibits many multi-modal buckling states bifurcating from a primary buckling mode. In this article, using analytical and numerical techniques, the primary mode is shown to be unstable under dead loading in a large range of parameter values, while is likely to be stable under rigid loading for small axial loads. Furthermore, for general reversible or Hamiltonian systems, stability of the multi-modal solutions is established assuming stability of the primary state. As this hypothesis is not satisfied for the buckling mode arising in the strut model, any m...
A synthesis of recent progress is presented on a topic that lies at the heart of both structural eng...
In this paper, the stability of steel members with a complex initial geometrical imperfection patter...
Compression members, made from slender metallic plate elements, are prone to a wide range of differe...
Stability of localised equilibria arising in a fourth-order partial differential equation modelling ...
© 2015 Elsevier B.V..A variational model describing the behaviour of a thin-walled I-section strut s...
A variational model describing the nonlinear mode interaction in thin-walled box-section struts unde...
The stability of static localized buckling solutions which bifurcate from the critical load for a st...
Some stability results are established for localized buckling solutions of a strut-on-foundation mod...
A variational model that describes the interactive buckling of a thin-walled equal-leg angle strut u...
An analytical model that describes the interactive buckling of a thin-walled I-section strut under p...
© 2016 Elsevier Ltd. All rights reserved.A recently developed analytical model for a perfect I-secti...
A variational model based on total potential energy principles that describes the nonlinear mode int...
This paper revisits the effect of secondary bifurcations on the post-buckling response of a simple 3...
This thesis is concerned with multiple equilibrium path generation and imperfection sensitivity of e...
This is the author accepted manuscript. The final version is available from Frontiers Media via the ...
A synthesis of recent progress is presented on a topic that lies at the heart of both structural eng...
In this paper, the stability of steel members with a complex initial geometrical imperfection patter...
Compression members, made from slender metallic plate elements, are prone to a wide range of differe...
Stability of localised equilibria arising in a fourth-order partial differential equation modelling ...
© 2015 Elsevier B.V..A variational model describing the behaviour of a thin-walled I-section strut s...
A variational model describing the nonlinear mode interaction in thin-walled box-section struts unde...
The stability of static localized buckling solutions which bifurcate from the critical load for a st...
Some stability results are established for localized buckling solutions of a strut-on-foundation mod...
A variational model that describes the interactive buckling of a thin-walled equal-leg angle strut u...
An analytical model that describes the interactive buckling of a thin-walled I-section strut under p...
© 2016 Elsevier Ltd. All rights reserved.A recently developed analytical model for a perfect I-secti...
A variational model based on total potential energy principles that describes the nonlinear mode int...
This paper revisits the effect of secondary bifurcations on the post-buckling response of a simple 3...
This thesis is concerned with multiple equilibrium path generation and imperfection sensitivity of e...
This is the author accepted manuscript. The final version is available from Frontiers Media via the ...
A synthesis of recent progress is presented on a topic that lies at the heart of both structural eng...
In this paper, the stability of steel members with a complex initial geometrical imperfection patter...
Compression members, made from slender metallic plate elements, are prone to a wide range of differe...