An efficient time/frequency domain algorithm for modal analysis of non-linear models discretized by the FEM

Abstract The present paper describes an efficient time/frequency domain approach for modal analysis of non-linear models discretized by the FEM. An efficient recurrence relationship for displacement and velocity, based on the Green’s function of the model and its time derivative, is presented in both a time and a frequency domain context. In the time domain procedure the Green’s function related terms are analytical; in the frequency domain procedure the fundamental terms are indirectly evaluated, taking into account steady-state responses of the system. The pseudo-force method is adopted in order to deal with the model non-linearity. Results for the time/frequency domain approaches discussed here showed the same level of accuracy as those obtained by the Newmark/Modified-Newton algorithm at a lower computational cost.

[1]  Alan V. Oppenheim,et al.  Discrete-Time Signal Pro-cessing , 1989 .

[2]  W. Matthees,et al.  A strategy for the solution of soil dynamic problems involving plasticity by transform , 1982 .

[3]  Carlos E. Ventura,et al.  Efficient analysis of dynamic response of linear systems , 1984 .

[4]  Kumar K. Tamma,et al.  Modelling and μ-synthesis control of flexible manipulators , 2001 .

[5]  J. Altenbach Zienkiewicz, O. C., The Finite Element Method. 3. Edition. London. McGraw‐Hill Book Company (UK) Limited. 1977. XV, 787 S. , 1980 .

[6]  Anestis S. Veletsos,et al.  Closure of "Dynamic Analysis of Structures by the DFT Method" , 1985 .

[7]  J. A. Stricklin,et al.  Formulations and solution procedures for nonlinear structural analysis , 1977 .

[8]  K. Bathe Finite Element Procedures , 1995 .

[9]  Jintai Chung,et al.  A new family of explicit time integration methods for linear and non‐linear structural dynamics , 1994 .

[10]  R. Clough,et al.  Dynamics Of Structures , 1975 .

[11]  David R. Owen,et al.  Finite Elements in Plasticity , 1980 .

[12]  Webe João Mansur,et al.  TIME-SEGMENTED FREQUENCY-DOMAIN ANALYSIS FOR NON-LINEAR MULTI-DEGREE-OF-FREEDOM STRUCTURAL SYSTEMS , 2000 .

[13]  Gary J. Balas,et al.  Robust Control of Two-Link Flexible Manipulators Using the μ-Synthesis Technique , 1999 .

[14]  Max Donath,et al.  Robust control of flexible manipulators via μ-synthesis , 2000 .

[15]  William Weaver,et al.  Structural dynamics by finite elements , 1987 .

[16]  J. Z. Zhu,et al.  The finite element method , 1977 .

[17]  Peter P. Silvester,et al.  Finite Elements for Electrical Engineers , 1983 .

[18]  Mario Paz,et al.  Structural Dynamics: Theory and Computation , 1981 .

[19]  John G. Proakis,et al.  Digital Signal Processing: Principles, Algorithms, and Applications , 1992 .

[20]  J. Wolf Dynamic soil-structure interaction , 1985 .

[21]  Jintai Chung,et al.  Explicit time integration algorithms for structural dynamics with optimal numerical dissipation , 1996 .

[22]  K. Mallick,et al.  Nonreflecting boundary condition in finite-element formulation for an elastic wave equation , 1998 .

[23]  J. Wolf Soil-structure-interaction analysis in time domain , 1988 .

[24]  T. C. Fung,et al.  A PRECISE TIME-STEP INTEGRATION METHOD BY STEP-RESPONSE AND IMPULSIVE-RESPONSE MATRICES FOR DYNAMIC PROBLEMS , 1997 .