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Nonlinear dynamic substructure analysis using direct integration of steady-state solution. (English) Zbl 0672.73077

Summary: A reliable and efficient dynamic substructure technique for the determination of the steady-state response of structures with physical nonlinearities is presented. Although the algorithm is similar to component mode synthesis, enhanced substructures of Lanczos-Ritz vectors are used, to account for the spatial distribution of the external and inertial loads. The steady-state solution is computed from the transient response over a single excitation cycle. The nonlinear behaviour is accomplished by a purely iterative pseudo-force method. The numerical results show the potential of such an approach for the analysis of large structures.

MSC:

74S30 Other numerical methods in solid mechanics (MSC2010)
74H45 Vibrations in dynamical problems in solid mechanics
65F30 Other matrix algorithms (MSC2010)
Full Text: DOI

References:

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