Harmonic analysis of shear deformable orthotropic cracked plates using the Boundary Element Method
In this work, the modal and harmonic analysis of orthotropic shear deformable cracked plates using a direct time-domain Boundary Element Method formulation based on the elastostatic fundamental solution of the problem is presented. The Radial Integration Method was used for the treatment of domain i...
- Autores:
- Tipo de recurso:
- Fecha de publicación:
- 2012
- Institución:
- Universidad Tecnológica de Bolívar
- Repositorio:
- Repositorio Institucional UTB
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.utb.edu.co:20.500.12585/9092
- Acceso en línea:
- https://hdl.handle.net/20.500.12585/9092
- Palabra clave:
- Boundary element method
Dynamics of cracked plates
Harmonic analysis
Modal analysis
Radial integration method
Shear deformable orthotropic plates
Applied loads
Cracked plate
Domain integrals
Fundamental solutions
Inertial mass
Numerical example
Radial integration method
Time domain
Boundary element method
Harmonic analysis
Modal analysis
Shear deformation
Orthotropic plates
- Rights
- restrictedAccess
- License
- http://creativecommons.org/licenses/by-nc-nd/4.0/
| Summary: | In this work, the modal and harmonic analysis of orthotropic shear deformable cracked plates using a direct time-domain Boundary Element Method formulation based on the elastostatic fundamental solution of the problem is presented. The Radial Integration Method was used for the treatment of domain integrals involving distributed domain applied loads and those related with inertial mass forces. Numerical examples are presented to demonstrate the efficiency and accuracy of the proposed formulation. © 2012 Elsevier Ltd. All rights reserved. |
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