Inconsistent Stability of Newmark's Method in Structural Dynamics Applications

dc.citation.firstpage51006en_US
dc.citation.issueNumber5en_US
dc.citation.journalTitleJournal of Computational and Nonlinear Dynamicsen_US
dc.citation.volumeNumber10en_US
dc.contributor.authorWiebe, Richarden_US
dc.contributor.authorStanciulescu, Ilincaen_US
dc.date.accessioned2015-06-15T18:57:50Z
dc.date.available2015-06-15T18:57:50Z
dc.date.issued2015en_US
dc.description.abstractThe stability of numerical time integrators, and of the physical systems to which they are applied, are normally studied independently. This conceals a very interesting phenomenon, here termed inconsistent stability, wherein a numerical time marching scheme predicts a stable response about an equilibrium configuration that is, in fact, unstable. In this paper, time integrator parameters leading to possible inconsistent stability are first found analytically for conservative systems (symmetric tangent stiffness matrices), then several structural arches with increasing complexity are used as numerical case studies. The intention of this work is to highlight the potential for this unexpected, and mostly unknown, behavior to researchers studying complex dynamical systems, especially through time marching of finite element models. To allow for direct interpretation of our results, the work is focused on the Newmark time integrator, which is commonly used in structural dynamics.en_US
dc.identifier.citationWiebe, Richard and Stanciulescu, Ilinca. "Inconsistent Stability of Newmark's Method in Structural Dynamics Applications." <i>Journal of Computational and Nonlinear Dynamics,</i> 10, no. 5 (2015) ASME: 51006. http://dx.doi.org/10.1115/1.4028221.
dc.identifier.doihttp://dx.doi.org/10.1115/1.4028221en_US
dc.identifier.urihttps://hdl.handle.net/1911/80758
dc.language.isoengen_US
dc.publisherASME
dc.rightsThis is an author's peer-reviewed final manuscript, as accepted by the publisher. The published article is copyrighted by ASME.en_US
dc.titleInconsistent Stability of Newmark's Method in Structural Dynamics Applicationsen_US
dc.typeJournal articleen_US
dc.type.dcmiTexten_US
dc.type.publicationpost-printen_US
Files
Original bundle
Now showing 1 - 1 of 1
Loading...
Thumbnail Image
Name:
newmark.pdf
Size:
1.84 MB
Format:
Adobe Portable Document Format
Description: