Skip to main content

Research Repository

Advanced Search

Outputs (4354)

An experimental study of reverse compound lean in a linear turbine cascade (2005)
Journal Article
Bagshaw, D., Ingram, G., Gregory-Smith, D., & Stokes, M. (2005). An experimental study of reverse compound lean in a linear turbine cascade. Proceedings of the Institution of Mechanical Engineers, Part A: Journal of Power and Energy, 219(6), 443-449. https://doi.org/10.1243/095765005x31199

This paper describes a detailed experimental investigation into the effects of reverse compound lean (RCL) in a highly loaded axial turbine cascade. The geometry was designed using fully three-dimensional viscous CFD calculations to achieve a reducti... Read More about An experimental study of reverse compound lean in a linear turbine cascade.

A meshless local Petrov-Galerkin scaled boundary method (2005)
Journal Article
Deeks, A., & Augarde, C. (2005). A meshless local Petrov-Galerkin scaled boundary method. Computational Mechanics, 36(3), 159-170. https://doi.org/10.1007/s00466-004-0649-y

The scaled boundary finite-element method is a new semi-analytical approach to computational mechanics developed by Wolf and Song. The method weakens the governing differential equations by introducing shape functions along the circumferential coordi... Read More about A meshless local Petrov-Galerkin scaled boundary method.

Simple plasticity-based prediction of the undrained settlement of shallow circular foundations on clay (2005)
Journal Article
Osman, A., & Bolton, M. (2005). Simple plasticity-based prediction of the undrained settlement of shallow circular foundations on clay. Géotechnique, 55(6), 435-447. https://doi.org/10.1680/geot.2005.55.6.435

A kinematic plastic solution has been developed for the penetration of a circular footing into an incompressible soil bed. In this solution, the pattern of deformation around the footing is idealised by a simple plastic deformation mechanism. Strain-... Read More about Simple plasticity-based prediction of the undrained settlement of shallow circular foundations on clay.