1984
DOI: 10.1002/nme.1620200709
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Boundary element methods for optimization of distributed parameter systems

Abstract: SUMMARYA numerical method of solution is proposed for optimization problems of distributed parameter systems. Two model problems from continuum mechanics are investigated by means of constructing the problems as the steady-state optimal control problems governed by elliptic partial differential equations.The basis of the suggested method of solution lies in the space discretization of the necessary conditions for optimality by the boundary element method, and the minimization of the performance indices by the … Show more

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Cited by 22 publications
(3 citation statements)
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References 10 publications
(1 reference statement)
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“…Koda [4][5][6] further developed this approach and outlined a numerical algorithm for the computation of functional derivatives. Meric [7,8] treated optimal control problems governed by parabolic and elliptic partial differential equations and solved them numerically using variational method. In their effort to compare the gradients obtained by ''implicit" and ''variational" approaches, Shubin and Frank [9] implemented VM to optimize the shape of a nozzle of a variable cross-sectional area for steady one-dimensional Euler equations.…”
Section: Variational Sensitivity Analysismentioning
confidence: 99%
“…Koda [4][5][6] further developed this approach and outlined a numerical algorithm for the computation of functional derivatives. Meric [7,8] treated optimal control problems governed by parabolic and elliptic partial differential equations and solved them numerically using variational method. In their effort to compare the gradients obtained by ''implicit" and ''variational" approaches, Shubin and Frank [9] implemented VM to optimize the shape of a nozzle of a variable cross-sectional area for steady one-dimensional Euler equations.…”
Section: Variational Sensitivity Analysismentioning
confidence: 99%
“…In the following (see Reference 26 for more details) we consider a generalized response function written as G(U(Q,), Q,), (7) where Q, is the design parameter vector. For the coupled flow problem the response U consists of the velocity, temperature, pressure, stress, velocity gradient, internal energy, heat flux and temperature gradient fields, while the design parameters in CP may be used to describe the shape, material response and load data.…”
Section: Direct Diferentiation Sensitivity Analysismentioning
confidence: 99%
“…Significant contributions have been made in the areas of sensitivity analysis for nonlinear structural mechanics, [11,12,13] vibration control, [14,15] and geometrically nonlinear systems. [16] Additionally, sensitivity methods have been formulated for linear [17,18,19] and nonlinear [20,21] thermal systems. Previous researchers also have developed semianalytical [22,23] and fully analytical [24] methods for computing fluid-flow sensitivities without free surfaces [24] and for Hele-Shaw flows with filling.…”
mentioning
confidence: 99%