A New Boundary Element Formulation in Engineering

Tania G. B. Defigueiredo

ISBN 10: 354054030X / ISBN 13: 9783540540304

Editore: Springer Berlin Heidelberg Jul 1991, 1991

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This item is printed on demand - it takes 3-4 days longer - Neuware -1. 1 The Hybrid Displacement Boundary Element Model This work is concerned with the derivation of a numerical model for the solution of boundary-value problems in potential theory and linear elasticity. It is considered a boundary element model because the final integral equation involves some boundary integrals, whose evaluation requires a boundary discretization. Furthermore, all the unknowns are boundary vari ables. The model is completely new; it differs from the classical boundary element formulation in the way it is generated and consequently in the fi nal equations. A generalized variational principle is used as a basis for its derivation, whereas the conventional boundary element formulation is based on Green's formula (potential problems) and on Somigliana's identity (elas ticity), or alternatively through the weighted residual technique. 2 The multi-field variational principle which generates the formulation in volves three independent variables. For potential problems, these are the potential in the domain and the potential and its normal derivative on the boundary. In the case of elasticity, these variables are displacements in the domain and displacements and tractions on the boundary. For this reason, by analogy with the assumed displacement hybrid finite element model, ini tially proposed by Tong [1] in 1970, it can be called a hybrid displacement model. The final system of equations to be solved is similar to that found in a stiffness formulation. The stiffness matrix for this model is symmetric and can be evaluated by only performing integrations along the boundary. 216 pp. Englisch.

Codice articolo 9783540540304

Dati bibliografici

• Titolo: A New Boundary Element Formulation in Engineering
• Editore: Springer Berlin Heidelberg Jul 1991
• Data di pubblicazione: 1991
• Lingua: Inglese
• ISBN 10: 354054030X
• ISBN 13: 9783540540304
• Rilegatura: Taschenbuch
• Condizione: Neu
• Dimensioni: 242 L x 170 A x 12 P (millimetri) 242 millimetri di larghezza per 170 millimetri di altezza per 12 millimetri di profondità
• Peso: 379 grammi

Descrizione articolo

Riassunto

The book presents a new boundary element formulation for the solution of boundary-value problems in potential theory and linear elastostatics. The basis of the approach is a multi-field variational principle. A stiffness type of formulation is generated, involving a symmetric stiffness matrix, which is only evaluated on the boundary. The formulation is completely developed and its implementation in computer code is explained in detail. Se- veral numerical examples are shown and the solutions are compared to analytical and to other approximate solutions. Further a study of the convergence of the solutions is presented.

Contenuti

1 Introduction.- 1.1 The Hybrid Displacement Boundary Element Model.- 1.2 Historical Development of Variational Principles.- 1.3 Variational Principles and Finite Element Models.- 1.4 Boundary Element Method Fundamentals.- 1.5 Boundary Element Variational Formulations.- 2 Potential Problems.- 2.1 Introduction.- 2.2 Indicial Notation.- 2.3 Basic Equations.- 2.4 Generalized Variational Principle.- 2.5 Derivation of the Model.- 2.5.1 Definition of Fundamental Solution.- 2.5.2 Approximation for the Domain Variable.- 2.5.3 Approximations for the Boundary Variables.- 2.5.4 Final System of Equations.- 2.5.5 Solution on the Boundary.- 2.5.6 Solution at Internal Points.- 2.6 Symmetry of the Stiffness Matrix.- 3 Numerical Aspects in Potential Problems.- 3.1 Introduction.- 3.2 The Constant Element.- 3.2.1 Matrix F for Constant Elements.- 3.2.2 Matrix G for Constant Elements.- 3.2.3 Matrix L for Constant Elements.- 3.2.4 Equivalent Nodal Fluxes.- 3.3 The Quadratic Element.- 3.3.1 Matrix F for Quadratic Elements.- 3.3.2 Matrix G for Quadratic Elements.- 3.3.3 Matrix L for Quadratic Elements.- 3.3.4 Equivalent Nodal Fluxes.- 3.4 The Vector B.- 4 Elastostatics.- 4.1 Introduction.- 4.2 Basic Relations in Linear Elastostatics.- 4.3 Modified Variational Principle.- 4.4 Derivation of the Model.- 4.4.1 Fundamental Solution.- 4.4.2 Approximation for the Domain Variable.- 4.4.3 Approximation for Boundary Variables.- 4.4.4 Final System of Equations.- 4.4.5 Solution on the Boundary.- 4.4.6 Solution at Internal Points.- 4.4.7 Symmetry of the Stiffness Matrix.- 5 Numerical Aspects in Elastostatics Problems.- 5.1 Introduction.- 5.2 The Constant Element.- 5.2.1 Matrix F for Constant Elements.- 5.2.2 Matrix G for Constant Elements.- 5.2.3 Matrix L for Constant Elements.- 5.2.4 Load Vector.- 5.3 The Quadratic Element.- 5.3.1 Matrix F for Quadratic Elements.- 5.3.2 Matrix G for Quadratic Elements.- 5.3.3 Matrix L for Quadratic Elements.- 5.3.4 Load Vector.- 5.4 Computation of the Submatrices Fii.- 5.5 Body Forces.- 5.5.1 Transformation of the Domain Integrals into Boundary Integrals.- 6 Numerical Applications.- 6.1 Introduction.- 6.2 Examples for Potential Problems.- 6.2.1 Constant Elements.- 6.2.2 Quadratic Elements.- 6.3 Elasticity Problems.- 6.3.1 Constant Elements.- 6.3.2 Quadratic Elements.- 7 Conclusions.- 8 Bibliography.