Finite Element Large Deflection Analysis of Cylindrical Shells with Different Types of Cutoutsby Sukhvarsh Jerath, Univ of North Dakota, Grand Forks, United States,
Steven R. Porter, Univ of North Dakota, Grand Forks, United States,
Abstract: Nonlinear finite element is used to find the elastic buckling load and the maximum deflection for cylindrical shells subjected to unsymmetrical pressures due to wind. These shells are assumed to be fixed at the bottom and closed at the top. The shells have length to radius (L/R) ratio of 2, and radius to thickness (R/T) ratio of 500. The shells have rectangular and circular cutouts located at the midheight of the cylinders facing the wind direction (θ = 0°) and perpendicular to the wind (θ = 90°).
Subject Headings: Finite element method | Elastic analysis | Displacement (mechanics) | Wind pressure | Buckling | Cylindrical shells | Nonlinear finite element analysis | Wind loads
Services: Buy this book/Buy this article
Return to search