Modelos Não Lineares do Método dos Elementos de Contorno para ...

PARIS, F; CAÑAS, J. (1997). Boundary Element Method fundamentals and applications,
Oxford University Press.
PARIS, P.C, GOMEZ, M.P., ANDERSON, W.P. (1961). A rational analytic theory of
fatigue. The Trend in Engineering, 13, 9-14.
PARIS, P.C, ERDOGAN, F. (1963). A critical analysis of crack propagation laws. Journal
of Basic Engineering, 85, 528-534.
PARIS, F, GARRIDO, J,A. (1985). On the use of discontinuous elements in 2 D contact
problems. Boundary Elements VII, 13-27. Computational Mechanics Publications,
Southampton.
PASCOE, S,K; MOTTERSHEAD, J,E. (1988). Linear elastic contact problems using
curved elements and including dynamic friction. Int. J. Numer. Meth. Engng., V. 26, 1631-
1643.
PAVLATOS, G.D., BESKOS, D.E., 1994, Dynamic elastoplastic analysis by BEM/FEM.
Engineering Analysis with Boundary Elements, v.14, n.1, p.51-63.
PEREIRA,J.P.A (2004). Extração dos Fatores de Intensidade de Tensão utilizando a
solução do método dos elementos finitos generalizados. Dissertação (Mestrado) –
Escola de Engenharia de São Carlos, Universidade de São Paulo, São Carlos.
PETERSSON, P.E. (1981). Crack growth and development of Fracture Zone in Plain
Concrete and similar materials, Report Nº TVBM-1006, Division of Building Materials,
Lund Institute of Technology , Lund Sweden.
PIMENTA, P.M; RICARDO, L.C.H; CAMARAO, A.F (2001). Modern trends on
fatigue. SAE Brasil International Conference on Fatigue, São Paulo, Brasil.
PLANAS, J; ELICES, M. (1990). Fracture Criteria for concrete: Mathematical
aproximations and experimental validation, Engineering Fracture Mechanics, V. 35
n.1,2,3.
PLANAS, J; ELICES, M; GUINEA, G.V; GÓMEZ, F.J; CENDÓN, D.A; ARBILLA, I.
(2003), Generalizations and specializations of cohesive crack models, Engineering
Fracture Mechanics, V.70, 1759-1776.
POINCARE, H.(1910). Lecons de Méchanique Céleste, V.3, Chap.10, Paris.
PONCELET, J.V. (1839). Introduction à la Mécanique , Industrielle, Physique ou
Expérimentale, pp.317-318. Deuxième édition, Imprimerie de Gauthier-Villars, Paris.
POON, H., MUKHERJEE, S., BONNET, M. (1998). Numerical implementation of a
CTO-based implicit approach for the BEM solution of usual and sensitivity problems in
elasto-plasticity. Engineering Analysis with Boundary Elements, 22, p. 257-269.
PORTELA, A. (1992). Dual boundary element incremental analysis of crack growth.
PhD Thesis, Wessex Institute of Technology, Univ. of Portsmouth, Southampton.
Capítulo 12 – Referências Bibliográficas ________________________________________
347