3D Finite-Deformation Beam Model with Viscous Damping: Computational Aspects and Applications

dc.contributor.author	Nicholas D.
dc.contributor.author	Oliveto
dc.contributor.author	Mettupalayam V.
dc.contributor.author	Sivaselvan
dc.date.accessioned	2017-05-08T22:21:11Z
dc.date.available	2017-05-08T22:21:11Z
dc.date.copyright	January 2015
dc.date.issued	2015
dc.identifier.other	42887398.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/78456
dc.description.abstract	A nonlinear finite-element formulation for the static and dynamic behavior of flexible beams was developed by appropriately modifying and extending the three-dimensional (3D) finite-deformation beam model originally developed by Simo. By introducing energy dissipation in a physically consistent way through a linear viscoelastic constitutive equation, the main contribution in this paper lies in the derivation of a tangent stiffness operator that includes the effect of damping. Moreover, a solution to issues concerning the interpolation of total rotation vectors of magnitude greater than
dc.publisher	American Society of Civil Engineers
dc.title	3D Finite-Deformation Beam Model with Viscous Damping: Computational Aspects and Applications
dc.type	Journal Paper
dc.journal.volume	141
dc.journal.issue	1
dc.journal.title	Journal of Engineering Mechanics
dc.identifier.doi	10.1061/(ASCE)EM.1943-7889.0000822
dc.tree	Journal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 001
dc.contenttype	Fulltext