A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Time-Dependent Behavior of Normal and High Strength Concrete Beams Reinforced with GFRP Bars under Sustained Loads
This paper presents the results of a study in which time-dependent strains and deflections were monitored for normal and high strength concrete beams reinforced with GFRP. Sustained load behavior was observed to be similar to that of steel reinforced beams. The effect of additional flexural cracking over time was found to be significant.
Time-Dependent Behavior of Normal and High Strength Concrete Beams Reinforced with GFRP Bars under Sustained Loads
This paper presents the results of a study in which time-dependent strains and deflections were monitored for normal and high strength concrete beams reinforced with GFRP. Sustained load behavior was observed to be similar to that of steel reinforced beams. The effect of additional flexural cracking over time was found to be significant.
Time-Dependent Behavior of Normal and High Strength Concrete Beams Reinforced with GFRP Bars under Sustained Loads
Gross, Shawn P. (author) / Yost, Joseph Robert (author) / Kevgas, George J. (author)
International Conference on High Performance Materials in Bridges ; 2001 ; Kona, Hawaii, United States
High Performance Materials in Bridges ; 451-462
2003-09-05
Conference paper
Electronic Resource
English
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