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Abstract
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This work deals with the
formulation and implementation of an energy-momentum conserving algorithm for
conducting the nonlinear transient analysis of structures, within the framework of
stress-based hybrid elements. Hybrid elements, which are based on a two-field
variational formulation, are much less susceptible to locking than conventional
displacement-based elements within the static framework. We show that
this advantage carries over to the transient case, so that not only are the
solutions obtained more accurate, but they are obtained in fewer iterations. We
demonstrate the efficacy of the algorithm on a wide range of problems such as
ones involving dynamic buckling, complicated three-dimensional motions, et
cetera.
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Keywords
nonlinear transient analysis, hybrid elements,
energy-momentum conservation
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Milestones
Received: 23 November 2008
Revised: 7 January 2009
Accepted: 5 February 2009
Published: 8 April 2009
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