Go to:
Logótipo
Comuta visibilidade da coluna esquerda
Você está em: Start > Publications > View > A layerwise finite element with through thickness deformation
Publication

Publications

A layerwise finite element with through thickness deformation

Title
A layerwise finite element with through thickness deformation
Type
Article in International Conference Proceedings Book
Year
2008
Authors
R.A.S. Moreira
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
J. Dias Rodrigues
(Author)
FEUP
View Personal Page You do not have permissions to view the institutional email. Search for Participant Publications View Authenticus page View ORCID page
Conference proceedings International
Scientific classification
FOS: Engineering and technology > Mechanical engineering
CORDIS: Technological sciences > Engineering > Mechanical engineering > Vibration engineering
Other information
Abstract (EN): Sandwich plates represent an efficient structural element providing a high stiffness-weight ratio characteristic. Moreover, when using this structural element, different design configurations and materials in the core can be adopted in order to obtain desired properties. From high dissipation elastomers to light and stiff honeycombs, several core materials can be applied, looking for high damping ratios or simply to obtain an high flexural stiffness/weight ratio. Despite the huge interest on the sandwich structures, its numerical modeling requires special attention in the representation of the skin/core relation phenomena. This aspect assumes an important role when dealing with soft cores. In fact, despite the difficulties arising from the high skin/core modulus ratio, which requires a representative displacement field descriptor, the numerical model should take into consideration the permissible transversal deformation to which the core may be submitted to. Currently, the modeling of such behavior requires the application of layerwise models accomplishing for a complete 3D spatial field description, which lead usually to a high computational cost during the simulation of sandwich panels. In this paper, to trim down the computational cost, it is proposed a simpler and cost-effective layerwise model based on a two-dimensional displacement field descriptor. This finite element is formulated by using a plate finite element to represent the in-plane and out-plane deformation field of each layer, and a bar finite element to represent the nodal transversal displacement degree-of-freedom. The proposed finite element formulation and numerical implementation are assessed by comparison with results obtained from other modeling methodologies. Furthermore, the finite element model is also validated through the correlation analysis between the numerical results and the experimental data obtained from a dynamic analysis of representative specimens.
Language: Portuguese
Type (Professor's evaluation): Scientific
Contact: jdr@fe.up.pt
Documents
We could not find any documents associated to the publication.
Related Publications

Of the same authors

Static and dynamic analysis of soft core sandwich panels with through-thickness deformation (2010)
Article in International Scientific Journal
R.A.S. Moreira; J. Dias Rodrigues
Método MSE modificado para a determinação dos factores de perda modais em estruturas com tratamentos viscoelásticos (2005)
Article in International Conference Proceedings Book
R.A.S. Moreira; J. Dias Rodrigues
Identificação experimental dos parâmetros dos modelos ADF e GHM para a caracterização de materiais viscoelásticos (2005)
Article in International Conference Proceedings Book
C.M.A. Vasques; R.A.S. Moreira; J. Dias Rodrigues
Dynamic behavior of sandwich plates with cork compound cores: Modeling and characterization (2008)
Article in International Conference Proceedings Book
J. Santos Silva; R.A.S. Moreira; J. Dias Rodrigues

See all (15)

Of the same scientific areas

Innovation in Computational Structures Technology (2006)
Book
B. H. V. Topping; G. Montero; R. Montenegro
The Effect of Bauschinger in the Large Amplitude Vibration of Beams (2009)
Summary of Presentation in an International Conference
Pedro Ribeiro
Geometrically Nonlinear Free Vibrations of Rotating Timoshenko Beams (2009)
Summary of Presentation in an International Conference
S. Stoykov; P. Ribeiro
ELASTOPLASTIC AND GEOMETRICALLY NON-LINEAR VIBRATIONS OF BEAMS BY THE P-VERSION FINITE ELEMENT METHOD (2008)
Summary of Presentation in an International Conference
Pedro Ribeiro; G. H. M. van der Heijden

See all (76)

Recommend this page Top
Copyright 1996-2025 © Faculdade de Direito da Universidade do Porto  I Terms and Conditions  I Acessibility  I Index A-Z
Page created on: 2025-07-09 at 03:46:00 | Privacy Policy | Personal Data Protection Policy | Whistleblowing