VTechWorks staff will be away for the Memorial Day holiday on Monday, May 27, and will not be replying to requests at that time. Thank you for your patience.

Show simple item record

dc.contributor.authorNeely, William Douglasen_US
dc.date.accessioned2014-03-14T20:38:38Z
dc.date.available2014-03-14T20:38:38Z
dc.date.issued2000-05-15en_US
dc.identifier.otheretd-05262000-09210036en_US
dc.identifier.urihttp://hdl.handle.net/10919/33249
dc.description.abstractThe Tom's Creek Bridge is a small-scale demonstration project involving the use of fiber-reinforced polymer (FRP) composite girders as the main load carrying members. The project is intended to serve two purposes. First, by calculating bridge design parameters such as the dynamic load allowance, transverse wheel load distribution and deflections under service loading, the Tom's Creek Bridge will aid in modifying current AASHTO bridge design standards for use with FRP composite materials. Second, by evaluating the FRP girders after being exposed to service conditions, the project will begin to answer questions about the long-term performance of these advanced composite material beams when used in bridge design. This thesis details the In-Service analysis of the Tom's Creek Bridge. Five load tests, at six month intervals, were conducted on the bridge. Using mid-span strain and deflection data gathered from the FRP composite girders during these tests the above mentioned bridge design parameters have been determined. The Tom's Creek Bridge was determined to have a dynamic load allowance, IM, of 0.90, a transverse wheel load distribution factor, g, of 0.101 and a maximum deflection of L/488. Two bridge girders were removed from the Tom's Creek Bridge after fifteen months of service loading. These FRP composite girders were tested at the Structures and Materials Research Laboratory at Virginia Tech for stiffness and ultimate strength and compared to pre-service values for the same beams. This analysis indicates that after fifteen months of service, the FRP composite girders have not lost a significant amount of either stiffness or ultimate strength.en_US
dc.publisherVirginia Techen_US
dc.relation.haspartNeelythesis.pdfen_US
dc.rightsI hereby grant to Virginia Tech or its agents the right to archive and to make available my thesis or dissertation in whole or in part in the University Libraries in all forms of media, now or hereafter known. I retain all proprietary rights, such as patent rights. I also retain the right to use in future works (such as articles or books) all or part of this thesis or dissertation.en_US
dc.subjectdeflection controlen_US
dc.subjectdynamic load allowanceen_US
dc.subjectbridge designen_US
dc.subjectComposite materialsen_US
dc.subjectpultruded structural beamen_US
dc.subjectwheel load distributionen_US
dc.subjectfiber-reinforced polymer (FRP)en_US
dc.subjectbridge rehabilitationen_US
dc.titleEvaluation of the In-Servic Performance of the Tom's Creek Bridgeen_US
dc.typeThesisen_US
dc.contributor.departmentCivil Engineeringen_US
dc.description.degreeMaster of Scienceen_US
thesis.degree.nameMaster of Scienceen_US
thesis.degree.levelmastersen_US
thesis.degree.grantorVirginia Polytechnic Institute and State Universityen_US
thesis.degree.disciplineCivil Engineeringen_US
dc.contributor.committeechairCousins, Thomas E.en_US
dc.contributor.committeememberBarker, Richard M.en_US
dc.contributor.committeememberLesko, John J.en_US
dc.identifier.sourceurlhttp://scholar.lib.vt.edu/theses/available/etd-05262000-09210036/en_US
dc.date.sdate2000-05-26en_US
dc.date.rdate2001-05-26
dc.date.adate2000-05-26en_US


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record