Abstract
Abstract The shear buckling analysis of laminated spherical shells with multiple cutouts is studied using the present mathematical model. In the present mathematical model, a transverse shear stresses have been varied parabolically across the thickness. The zero transverse shear stress conditions are introduced at the top and bottom of the shell without using a shear correction factor. Further, the cross curvature effect in spherical shells is included via strain relations. In this proposed mathematical model, the unknown parameters are required only at the reference plane. In this paper, a C0 continuity nine noded curved isoparametric element has been considered. Based on the proposed mathematical model, a computer code has been written to find out many new results for the variation in cutouts, boundary conditions, curvature and lamination schemes etc
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
