Vibration analysis of shear deformable shallow shells using the Boundary Element Method
Fecha
2014Registro en:
Engineering Structures; Vol. 62-63, pp. 65-74
01410296
10.1016/j.engstruct.2014.01.010
Universidad Tecnológica de Bolívar
Repositorio UTB
24537991200
Autor
Useche Vivero, Jairo
Resumen
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.