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Numerical Derivatives and Nonlinear Analysis
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Abstract A computational algorithm, based on the combined use of mixed finite elements and classical Rayleigh—Ritz approximation, is presented for predicting the nonlinear static response of structures; The fundamental unknowns consist of nodal displacements and forces or stresses and the governing nonlinear finite element equations consist of both the constitutive relations and equilibrium equations of the discretized structure. Citing Literature. Volume 15 , Issue 9 September Pages Related Information. Close Figure Viewer. Browse All Figures Return to Figure.
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Synopsis About this title For many years it has been an article of faith of numerical analysts that the evaluation of derivatives of complicated functions should be avoided.
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