A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Rehabilitation of a Multi-Span Bridge Using FRP Composite Materials
This paper describes results related to the strengthening of a cast-in-place concrete T-girder bridge. The 5 spans are continuous and monothically connected to the bents with movement joints at the abutment and in the center span. The strengthening was conducted through the use of externally bonded fiber reinforced composites. Results of monitoring of the health of the rehabilitated structure are presented, as are results of laboratory tests on shear strengthening schemes to be applied in an eventual rehabilitation of the girders on the same bridge.
Rehabilitation of a Multi-Span Bridge Using FRP Composite Materials
This paper describes results related to the strengthening of a cast-in-place concrete T-girder bridge. The 5 spans are continuous and monothically connected to the bents with movement joints at the abutment and in the center span. The strengthening was conducted through the use of externally bonded fiber reinforced composites. Results of monitoring of the health of the rehabilitated structure are presented, as are results of laboratory tests on shear strengthening schemes to be applied in an eventual rehabilitation of the girders on the same bridge.
Rehabilitation of a Multi-Span Bridge Using FRP Composite Materials
Schuman, Paul (author) / Karbhari, Vistasp M. (author) / Seible, Frieder (author) / Sikorsky, Charles (author)
International Conference on High Performance Materials in Bridges ; 2001 ; Kona, Hawaii, United States
High Performance Materials in Bridges ; 374-385
2003-09-05
Conference paper
Electronic Resource
English
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