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- W79077788 abstract "The problem of ductility and moment redistribution in FRP-strengthened continuous Reinforced Concrete (RC) structures is still unresolved, although the use of FRP as an effective technique to improve their strength and load capacity has become common place. As such, national standards have some limited and conservative guidance on redistribution of moments for designing of strengthened beams. This uncertainty is due to the brittle nature of FRP materials and the premature failure mechanisms in FRP-strengthened beams. This paper is a theoretical study, using a model, to investigate the ability of an anchored FRP-strengthened RC beam to redistribute moments both into and out of strengthened zones. The model examines the variations of flexural stiffness within the beam by considering the precise relationship between moment and curvature. This research has particularly focused on the influence of anchorage on moment redistribution. The analytical results show that there is indeed the possibility of redistribution of moments in RC members strengthened with FRP and anchorage, if applicable, increases the level of redistribution to some extent. This improvement occurs to different degrees, depending upon the position and amount of FRP materials used for strengthening. © 2013, NetComposite Limited." @default.
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- W79077788 date "2013-12-18" @default.
- W79077788 modified "2023-09-25" @default.
- W79077788 title "Moment redistribution in anchored FRP-strengthened continuous RC beams:a theorectical study" @default.
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