Static Behavior of Noncomposite Concrete Bridge Decks under Concentrated Loads

dc.contributor.author	Michael F. Petrou
dc.contributor.author	Philip C. Perdikaris
dc.contributor.author	Mingzhu Duan
dc.date.accessioned	2017-05-08T21:24:36Z
dc.date.available	2017-05-08T21:24:36Z
dc.date.copyright	November 1996
dc.date.issued	1996
dc.identifier.other	%28asce%291084-0702%281996%291%3A4%28143%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/50356
dc.description.abstract	Tests were conducted under a concentrated monotonically increasing static wheel load on 1/6.6-scale physical models of three different types of noncomposite deck structure: (1) the entire deck supported on four steel girders; (2) an isolated deck slab region with a width equal to 1/3 of the bridge span; and (3) a 102-mm-wide transverse “beam” deck strip, both simply supported on two opposite edges on adjacent girders. Three reinforcing arrangements for the noncomposite concrete deck are studied: (1) orthotropic steel reinforcement (AASHTO); (2) isotropic steel reinforcement (
dc.publisher	American Society of Civil Engineers
dc.title	Static Behavior of Noncomposite Concrete Bridge Decks under Concentrated Loads
dc.type	Journal Paper
dc.journal.volume	1
dc.journal.issue	4
dc.journal.title	Journal of Bridge Engineering
dc.identifier.doi	10.1061/(ASCE)1084-0702(1996)1:4(143)
dc.tree	Journal of Bridge Engineering:;1996:;Volume ( 001 ):;issue: 004
dc.contenttype	Fulltext