Novel stiffeners exploiting internal pressurisation to enhance buckling behaviour under bending loads

Polenta, Valerio; Garvey, Seamus D.; Chronopoulos, Dimitrios; Long, Andy C.; Morvan, Herve

Abstract

The paper proposes a novel type of stiffener designed to bear bending loads by exploiting internal pressure effects. The stiffener is made of two adjacent thin-walled pipes (r/t?50) jointed with a connecting strip. Such a structure is shown to have higher performance against buckling failure compared to a single pipe and its geometry allows for good exploitation of internal pressurisation.

The study is conducted by using the FEA software ANSYS and the analysis technique is the linear perturbation buckling analysis. Internal pressure ranges from 0 to 1.4 MPa. The buckling mechanisms are observed for a set of models with different values of length, wall thickness and geometric variation of the cross-section. It is shown that two different buckling modes can take place. However, for a given geometry, the level of pressure can alter the behaviour and lead to one mode rather than the other one.

Potential of the presented structure is maximised by the use of high performance materials and a possible aerospace engineering application is presented.

Citation

Polenta, V., Garvey, S. D., Chronopoulos, D., Long, A. C., & Morvan, H. (2016). Novel stiffeners exploiting internal pressurisation to enhance buckling behaviour under bending loads. Thin-Walled Structures, 105, https://doi.org/10.1016/j.tws.2016.04.002

• Journal Article Type: Article
• Acceptance Date: Apr 3, 2016
• Online Publication Date: Apr 13, 2016
• Publication Date: Aug 1, 2016
• Deposit Date: May 27, 2016
• Publicly Available Date: May 27, 2016
• Journal: Thin-Walled Structures
• Print ISSN: 0263-8231
• Electronic ISSN: 0263-8231
• Publisher: Elsevier
• Peer Reviewed: Peer Reviewed
• Volume: 105
• DOI: https://doi.org/10.1016/j.tws.2016.04.002
• Keywords: Buckling; internal pressure; pure bending; thin-walled shell
• Public URL: https://nottingham-repository.worktribe.com/output/797930
• Publisher URL: http://dx.doi.org/10.1016/j.tws.2016.04.002