Shells are used for multiple load bearing applications due to their attractive property of high stiffness to weight ratio. Various studies were reported in literature on buckling, free vibration and elastic-plastic transition of hemispherical shells. Few studies dealt with ellipsoidal shells subjected to internal/external pressure. In this paper, we study the elastic critical load characteristics of ellipsoidal shells of revolution subject to compression, targeting a load sensing application. A validated finite element model is built to perform a careful unified study of multiple design configurations and new generalised shell parameters are proposed which represent both hemispherical and elliptical configurations. This helps the designers explore a larger design space in a unified framework and arrive at an optimum configuration. Keywords: Shells, Elastic critical load, Ellipsoidal shells of revolution, Finite Element Analysis I. INTRODUCTION Shells subjected to rigid plate compression have been studied extensively in the literature. Many of the studies analysed the hemispherical cross-section subjected to loads in both elastic and plastic regimes. Over the years, methods of varying fidelity have been used to detail the load-deformation behaviour of these shells under compression. In particular, buckling characteristics were reported for different thickness ratios, height ratios and material properties. A brief overview of the prior literature is detailed below along with motivation for the present study. With regards to hemispherical shells, Reissner[1] investigated the shell-plate contact problem and provided expressions for direct and bending stresses for shallow shells with h/R < 4. Naghdi[2] later extended Reissner's study to include the effect of shear strains. Kalnins[3] devised a multi-segment method for nonlinear analysis of elastic shells. Updike etal[4] investigated the load behavior of an compressed elastic shell, coming up with an analytical formulation for elastic load-deflection and also buckling phenomena wherein the shell deforms with an axisymmetric dimple at the center. Subsequent studies by Shwarz[5] and Kitching[6] focused on load-interference behavior as a function of shell thickness and radius. Interestingly, they were looking at contrasting shell applications, one concerning cornea and other collision of vehicles. Gupta etal [7] focused on buckling of hemispherical shells across a range of thickness ratios (R/t : 15 to 240) and showed good agreement between experimental and theoretical results. Another interesting shell load application to ping pong ball was studied by Pauchard etal[8]. Shariati etal[9] performed experimental and numerical study of buckling behavior of steel shells with flat tops under various loadings. The study of Longqiu Li etal[10] provides a pointer in using FE model to derive useful information on onset of plastic yielding but is limited to the treatment of hemi-spherical shells. Other recent studies on deformation behavior of hemispherical shells are c...