Nonlinear Finite-Element Analysis for Highway Bridge Superstructures

dc.contributor.author	Kuan-Chen Fu
dc.contributor.author	Feng Lu
dc.date.accessioned	2017-05-08T21:25:06Z
dc.date.available	2017-05-08T21:25:06Z
dc.date.copyright	May 2003
dc.date.issued	2003
dc.identifier.other	%28asce%291084-0702%282003%298%3A3%28173%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/50672
dc.description.abstract	The most popular type of bridge in service today is the concrete deck on steel-girder composite bridge. A finite-element model is built to analyze the superstructure of this type of bridge under working load conditions. The deflections along a test bridge are computed by using this method; the results obtained are close to the experimental data. The concrete deck of the bridge is analyzed using nonlinear finite elements, of which the analytical procedure is described in detail. A comparison is also made between this method and the traditional transformed area method.
dc.publisher	American Society of Civil Engineers
dc.title	Nonlinear Finite-Element Analysis for Highway Bridge Superstructures
dc.type	Journal Paper
dc.journal.volume	8
dc.journal.issue	3
dc.journal.title	Journal of Bridge Engineering
dc.identifier.doi	10.1061/(ASCE)1084-0702(2003)8:3(173)
dc.tree	Journal of Bridge Engineering:;2003:;Volume ( 008 ):;issue: 003
dc.contenttype	Fulltext