By Yail Jimmy Kim
Advanced composite fabrics for bridge constructions are famous as a promising substitute to standard development fabrics akin to metal.
After an introductory evaluation and an overview of the features of bonds among composites and quasi-brittle buildings, Advanced Composites in Bridge development and Repair reports using complicated composites within the layout and development of bridges, together with harm id and using huge rupture pressure fiber-reinforced polymer (FRP) composites. the second one a part of the e-book offers key purposes of FRP composites in bridge building and service, together with using all-composite superstructures for sped up bridge development, engineered cementitious composites for bridge decks, carbon fiber-reinforced polymer composites for cable-stayed bridges and for fix of deteriorated bridge substructures, and eventually using FRP composites within the sustainable substitute of getting older bridge superstructures.
Advanced Composites in Bridge development and Repair is a technical consultant for engineering execs requiring an knowing of using composite fabrics in bridge construction.
- Reviews key functions of fiber-reinforced polymer (FRP) composites in bridge development and repair
- Summarizes key fresh study within the suitability of complex composite fabrics for bridge buildings as a substitute to traditional development materials
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Extra info for Advanced Composites in Bridge Construction and Repair
Guan, H. M. (2006) ‘Web-based structural health monitoring of an FRP composite bridge’, Computer-Aided Civil and Infrastructure Engineering, Vol. 21, pp. 39–56. M. S. (2007) ‘Long-term structural health monitoring system for a FRP composite highway bridge structure’, Journal of Intelligent Material Systems and Structures, Vol. 18, pp. 809–823. A. L. , CD-ROM. , Alampalli, S. and Kunin, J. (2004) ‘In-service evaluation of a reinforced concrete T-beam bridge FRP strengthening system’, Composite Structures, Vol.
Sustained load levels significantly influence the deflection of an FRPprestressed beam. For example, a difference between long-term (288 days) and short-term deflections was up to 540% under a sustained load equivalent to the cracking load (Zou, 2003). The low modulus of FRP tendons causes lower long-term prestress losses than those of steel strands; however, such a characteristic may cause a significant increase in camber of the prestressed member (Youakim and Karbhari, 2007). , 1997). The coefficients for predicting time-dependent behavior of steel-prestressed concrete beams may thus not be applicable to FRPprestressed beams.
14, pp. 45–54. T. and Kim, B. (2010) ‘Bond characteristics of coarse sand coated interface between stay-in-place fibre-reinforced polymer formwork and concrete based on shear and tension tests’, Canadian Journal of Civil Engineering, Vol. 37, pp. 706–718. , Chen, A. and Zou, B. (2012) ‘Performance of a scaled FRP deck-onsteel girder bridge model with partial degree of composite action’, Engineering Structures, Vol. 40, pp. 51–63. , El-Salakawy, E. and Benmokrane, B. (2007) ‘Fatigue analysis of concrete bridge deck slabs reinforced with E-glass/vinyl ester FRP reinforcing bars’, Composites: Part B, Vol.
Advanced Composites in Bridge Construction and Repair by Yail Jimmy Kim