Vibration analysis of shear deformable shallow shells using the Boundary Element Method

In this work, the modal and harmonic analysis of elastic shallow shells, using a Dual Reciprocity Boundary Element formulation, is presented. A boundary element formulation based on a direct time-domain formulation using the elastostatic fundamental solutions was used. Effects of shear deformation and rotatory inertia were included in the formulation. Shallow shell was modeled coupling boundary element formulation of shear deformable plate and two-dimensional plane stress elasticity. Domain integrals related to inertial terms were treated using the Dual Reciprocity Boundary Element Method. Several examples are presented to demonstrate the efficiency and accuracy of the proposed formulation. © 2014 Elsevier Ltd.

• Fecha de publicación: 2014
• Institución: Universidad Tecnológica de Bolívar
• Repositorio: Repositorio Institucional UTB
• Idioma: eng
• OAI Identifier: oai:repositorio.utb.edu.co:20.500.12585/9037
• Acceso en línea: https://hdl.handle.net/20.500.12585/9037
• Palabra clave: Boundary element method; Dual reciprocity boundary element method; Dynamic harmonic analysis; Harmonic excitation; Modal analysis; Shear deformable shallow shells; Boundary element formulations; Dual reciprocity boundary element method; Fundamental solutions; Harmonic excitation; Rotatory inertia; Shallow shells; Shear deformable plate; Two-dimensional planes; Boundary element method; Elasticity; Harmonic analysis; Modal analysis; Shear deformation; Vibration analysis; Shells (structures); Boundary element method; Deformation mechanism; Elastoplasticity; Harmonic analysis; Numerical model; Shear strength; Structural analysis; Structural response; Vibration
• Rights: restrictedAccess
• License: http://creativecommons.org/licenses/by-nc-nd/4.0/