## Finite element analysis of transient nonlinear structural behavior: papers presented at the winter annual meeting of the American Society of Mechanical Engineers, Houston, Texas, November 30-December 5, 1975 ; sponsored by the Committee for Computing in Applied Mechanics of the Applied Mechanics Division |

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### Contents

Explicit Integration Stability Solution Properties Cost | 1 |

QuasiExact Transient Analysis of Nonlinear Structural Systems | 23 |

Evaluating Time Integration Methods for Nonlinear Dynamics Analysis | 35 |

Copyright | |

8 other sections not shown

### Common terms and phrases

A-stable acceleration waves analysis Applied Mechanics approximation ASME behavior Belytschko buckling load calculation Cauchy stress circular cylindrical codes collapse modes components configuration coordinate system crash crash-impact Cylindrical Shell deformation developed discrete dynamic buckling Dynamic Response DYNAPLAS effects eigenvalue Elastic elastic-plastic Engineering equations of motion example explicit method Figure finite difference finite element Finite Element Analysis finite element method finite-element fluid formulation frequency geometric nonlinearities hardening Houbolt method implicit incremental inelastic inertia integration method interaction kinematic Klosner large strains linear Marcal material mean stiffness Mech mesh modal multistep methods nodal forces nodes numerical numerical stability obtained ordinary differential equations Piola-Kirchhoff stress plane plate prediction pressure pseudo-force method Research response history spherical shell stability limit static step Step-Wave stiffness matrix strain energy strain tensor stress rate Stricklin structural dynamics submerged surface technique tion transient acoustic Transient Response trapezoidal rule vector vehicle velocity yield