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Title: Evaluation of Load Capacity of Prestressed Concrete Girders of Road Bridge Spans Strengthened with CFRP Strips and New Reinforced Concrete Deck Slab Based on Field Static Tests
Accession Number: 01088374
Record Type: Component
Availability: Transportation Research Board Business Office 500 Fifth Street, NW Abstract: This paper presented the method, scope, results and their analysis of the research and the main conclusions drawn from static field load tests performed on a five-span prestressed concrete road bridge after its repair. The bridge with the effective spans of 18.00 m is located over the Nysa Klodzka River in Paczkow (Poland). All bridge span beams became reinforced by CFRP tapes glued on bottom flanges of main beams as well as overlaid a new concrete deck layer. The main aim of the conducted bridge repair was to increase its load capacity to 300 kN (class C) according to the Polish Loads Standard (PN-85/S-10030). The results obtained during the research of the bridge after its repair at field load tests were conducive to determining the behavior of the analyzed span structure under static loads, which allowed for an assessment of the efficiency of the strengthening, as well as establishment of guidelines for future reference concerning this type of maintenance in the engineering practice.
Monograph Title: Monograph Accession #: 01084478
Report/Paper Numbers: 08-1507
Language: English
Corporate Authors: Transportation Research Board 500 Fifth Street, NW Authors: Manko, ZbigniewMordak, Arkadiusz GrzegorzPagination: 10p
Publication Date: 2008
Conference:
Transportation Research Board 87th Annual Meeting
Location:
Washington DC, United States Media Type: DVD
Features: Figures; Photos; References
(7)
; Tables
(1)
TRT Terms: Uncontrolled Terms: Geographic Terms: Subject Areas: Bridges and other structures; Construction; Highways; I53: Construction of Bridges and Retaining Walls
Source Data: Transportation Research Board Annual Meeting 2008 Paper #08-1507
Files: TRIS, TRB
Created Date: Jan 29 2008 3:51PM
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