Folha de Rosto - Sistemas SET - USP

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156 Referências Bibliográficas CARDOSO, R. P. R.; YOON, J. W.; GRÁCIO, J. J.; BARLAT, F.; CÉSAR DE SÁ, J. M. A. (2002). Development of a one point quadrature shell element for nonlinear applications with contact and anisotropy. Computer Methods in Applied Mechanics and Engineering, v.191, p. 5177-5206. CÉSAR DE SÁ, J. M. A.; NATAL JORGE, R. M. (1999). New enhanced strain elements for incompressible problems. International journal for numerical methods in engineering, v.44, p. 229-248. CÉSAR DE SÁ, J. M. A.; NATAL JORGE, R. M.; VALENTE R. A. F.; AREIAS, P. M. A. (2002). Development of shear locking-free shell elements using an enhanced assumed strain formulation. International journal for numerical methods in engineering, v.53, p. 1721-1750. CHAVAN, K.S.; LAMICHHANE, B.P.; WOHLMUTH, B.I. (2007). Locking-free finite element methods for linear and nonlinear elasticity in 2D and 3D. Computer Methods in Applied Mechanics and Engineering, v.196, p. 4075-4086. DUARTE, C. A. (1996). The hp-cloud method. Tese (Doutorado) - The University of Texas at Austin, Austin, 1996. DUARTE, C. A.; BABUŠKA, I.; ODEN, J. T. (2000). Generalized finite element methods for three-dimensional structural mechanics problems. Computers & Structures, v. 77, n. 2, p. 215-232. FERREIRA, K. I. I.; ROEHL, D. (2001). Three dimensional elastoplastic contact analysis at large strains with enhanced assumed strain elements. International Journal of Solids and Structures, v. 38, p. 1855-1870. FREDRIKSSON, M.; OTTOSEN, N. S. (2004). Fast and accurate 4-node quadrilateral. International journal for numerical methods in engineering, v.61, p.1809-1834. FREDRIKSSON, M.; OTTOSEN, N. S. (2007). Simple and accurate four-node axisymmetric element. International journal for numerical methods in engineering, v.71, p.175-200. FREDRIKSSON, M.; OTTOSEN, N. S. (2007-b). Accurate eight-node hexahedral
Referências Bibliográficas element. International journal for numerical methods in engineering, in press. GARCIA, O. A.; PROENÇA, S. P. B. (2007). Linear analysis of axis-symmetric plates and shells by the generalized finite element method. Latin American Journal of Solids and Structures, v. 4, p. 121-148, 2007. GLASER, S.; ARMERO, F. (1997). On the formulation of enhanced strain finite elements in finite deformations. Engineering Computations, v.14, n.7, p. 759-791. GÓIS, W. (2004). Método dos elementos finitos generalizados em formulação variacional mista. Dissertação (Mestrado) – Escola de Engenharia de São Carlos, Universidade de São Paulo, São Carlos. HUECK U, WRIGGERS P. (1995). A formulation for the four-node quadrilateral element. International journal for numerical methods in engineering, v.38, p. 3007- 3037. HUECK U.; REDDY B. D.; WRIGGERS P. (1994). One the stabilization of the rectangular 4-node quadrilateral element. Communications in numerical methods in engineering, v.10, p. 555-563. HUGHES, T. J. R. (1980). Generalization of selective integration procedures to anisotropic and nonlinear media. International Journal for Numerical Methods in Engineering, v.15, p.1413-1418. HUGHES, T. J. R. (1987). The Finite Element Method. Englewood Cliffs, NJ: Prentice-Hall. KORELC, J.; WRIGGERS, P. (1997). Improved enhanced four-node element with Taylor expansion of the shape functions. International journal for numerical methods in engineering, v.40, p.407-421. LESAINT, P.; ZLÁMAL, M. (1980). Convergence of the nonconforming Wilson element for arbitrary quadrilateral meshes. Numerische Mathematik, v.36, p.33-52. LIU, W. K.; ONG, J. S. J.; URAS, R. A. (1985). Finite element stabilization matrices – A unification approach. Computer Methods in Applied Mechanics and Engineering, v.53, p. 13-46. 157
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Raimundo Gomes de Amorim Neto SOBRE
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Dedicatória A Deus, Flaviana, Adal
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Aos meus professores de Umarizal, d
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Resumo AMORIM NETO, R. G. (2008). S
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Lista de Figuras Figura 2.1 - Eleme
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Figura 6.31 - Deslocamento no ponto
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Lista de Siglas e Abreviaturas CAPE
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N Matriz que reúne as componentes
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J Matriz jacobiana J ( ξ, η ) Det
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z Vetor que reúne as coordenadas z
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Sumário Resumo....................
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7.1 Conclusões....................
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36 Capítulo 1-Introdução refino
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38 Capítulo 1-Introdução tem-se
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2Revisão Bibliográfica Este capí
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Capítulo 2-Revisão Bibliográfica
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3Tópicos da Teoria da Elasticidade
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Capítulo 3-Tópicos da Teoria da E
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72 Capítulo 4-Estratégias de Enri
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100 Capítulo 4-Estratégias de Enr
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Page 106 and 107: 106 Capítulo 4-Estratégias de Enr
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Page 124 and 125: 124 Capítulo 6-Exemplos Numéricos
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Page 165: Anexo A - Ortogonalização de Gram
Page 168 and 169: 168 Anexo B - Forma fechada da expa
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