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Hybrid Fiber Reinforced Polymer (FRP) and Concrete Bridge Deck Systems. Final Report 2: Long Term Performance of Hybrid FRP-Concrete Bridge Deck System
This report describes the investigation of the long term structural performance of a hybrid FRP-concrete (HFRPC) bridge deck on steel girders. The study aimed at assessing three long term aspects pertaining to the HFRPC bridge deck: (1) creep characteristics, (2) fatigue performance, and (3) ultimate capacity.
Hybrid Fiber Reinforced Polymer (FRP) and Concrete Bridge Deck Systems. Final Report 2: Long Term Performance of Hybrid FRP-Concrete Bridge Deck System
This report describes the investigation of the long term structural performance of a hybrid FRP-concrete (HFRPC) bridge deck on steel girders. The study aimed at assessing three long term aspects pertaining to the HFRPC bridge deck: (1) creep characteristics, (2) fatigue performance, and (3) ultimate capacity.
Hybrid Fiber Reinforced Polymer (FRP) and Concrete Bridge Deck Systems. Final Report 2: Long Term Performance of Hybrid FRP-Concrete Bridge Deck System
A. J. Aref (author) / G. Warn (author)
2009
78 pages
Report
No indication
English
Construction Equipment, Materials, & Supplies , Composite Materials , Plastics , Industrial Safety Engineering , Bridge decks , Fiberglass Reinforced Plastic , Hybrid design , Structural systems , Structural performance , Creep characteristics , Fatigue performance , Ultimate capacity , Fiberglass Reinforced Plastic(FRP)