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contributor authorAmjad J. Aref
contributor authorSreenivas Alampalli
contributor authorYihong He
date accessioned2017-05-08T22:39:33Z
date available2017-05-08T22:39:33Z
date copyrightMay 2001
date issued2001
identifier other%28asce%290733-9399%282001%29127%3A5%28450%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85375
description abstractA Ritz-based static analysis procedure is described for fiber-reinforced plastic, skew bridge superstructure, or deck, with a parallel grid core. This is a simplified analysis method based on a transformed plate formulation and the classical Ritz method. The rib core bridge superstructure, or deck, is idealized as a homogeneous, orthotropic skew plate to which the Ritz method is applied to discretize the resultant, equivalent orthotropic skew plate. Three laminated skew plate examples are presented; the results are compared with finite-element solution to verify the validity of the simplified method. A practical demonstration of a rib core skew bridge superstructure is investigated using the simplified method. The procedure provides a useful analysis tool that can be used in the preliminary design stage without the use of finite-element analysis.
publisherAmerican Society of Civil Engineers
titleRitz-Based Static Analysis Method for Fiber Reinforced Plastic Rib Core Skew Bridge Superstructure
typeJournal Paper
journal volume127
journal issue5
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2001)127:5(450)
treeJournal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 005
contenttypeFulltext


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