Effect of Horizontal Curvature on Prestressed Concrete Rectangular and Trapezoidal Box Girder

Jadhav, Abhishek Ashok

Please use this identifier to cite or link to this item: http://172.22.28.37:8080/xmlui/handle/123456789/928

Full metadata record

DC Field	Value	Language
dc.contributor.author	Jadhav, Abhishek Ashok	-
dc.date.accessioned	2021-12-27T09:34:25Z	-
dc.date.available	2021-12-27T09:34:25Z	-
dc.date.issued	2019	-
dc.identifier.uri	http://172.22.28.37:8080/xmlui/handle/123456789/928	-
dc.description	Under the Supervision of Dr. Popat D. Kumbhar	en_US
dc.description.abstract	Bridge is a key element in any transportation system which provides easy access over physical obstacles like road, valley, water bodies etc. without closing the way underneath. Recently, horizontally curved box girder bridges are widely used to overcome congested tra c problems and meet complex road alignments. In this study, analysis of a two cell post-tensioned rectangular and trapezoidal box girder bridges is carried out by varying radii of curvature (0m, 50m, 75m, 100m, and 125m) using nite element-based software (MIDAS). Finite element models are developed for both bridges and for all radii of curvatures keeping material prop- erties, span, boundary conditions and tendon pro les as constant parameters. All these models are analyzed for self-weight, including load of wearing coat and crash barrier, and live loads speci ed by Indian Road Congress (IRC) namely IRC 70R and IRC Class A loading	en_US
dc.description.sponsorship	Dhruv Consultancy Services Ltd., Navi Mumbai	en_US
dc.language.iso	en	en_US
dc.publisher	RIT Autonomous	en_US
dc.title	Effect of Horizontal Curvature on Prestressed Concrete Rectangular and Trapezoidal Box Girder	en_US
dc.type	Other	en_US
Appears in Collections:	M.Tech Structural Engineering

Files in This Item:

File	Description	Size	Format
1724025 final.pdf Restricted Access		8.71 MB	Adobe PDF	View/Open Request a copy

Show simple item record