Buckling of skew plates with continuity or rotational edge restraint

Huyton, P. and York, C. (2000) Buckling of skew plates with continuity or rotational edge restraint. In: 22nd International Council of Aeronautical Sciences Congress, Harrogate, UK, 27 Aug - 1 Sep 2000,

Abstract

Buckling strength predictions are presented for a wide range of thin isotropic skew plates, subject to uniform uniaxial compression. The key studied parameters include the aspect ratio, skew angle and rotational restraint stiffness on the different edges of the plate. The buckling strengths are evaluated both for isolated plates and for plates which are continuous with other parts of the structure. The buckling predictions are presented in the form of dimensionless buckling curves, which permits a ready adoption into the "data sheets" commonly used in current design.

• Item Type: Conference Proceedings
• Status: Published
• Refereed: Yes
• Glasgow Author(s) Enlighten ID: York, Dr Christopher
• Authors: Huyton, P., and York, C.
• Subjects: T Technology > T Technology (General)
• College/School: College of Science and Engineering > School of Engineering > Infrastructure and Environment