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- W1567706520 abstract "Publisher Summary This chapter presents a generic structural engineering approach to retrofitting RC beams in buildings by adhesive bonding longitudinal plates. The material behavior of the plate affects the structural behavior of the plated section. Structural engineers are familiar with the behavior of steel, which in its elastic range is relatively stiff after which there is a large ductile plateau before the onset of strain hardening at very high strains. So, if a steel plate is designed to yield prior to debonding, the plated section will behave in a ductile fashion and moment redistribution can occur. In contrast, fiber reinforced polymer (FRP) is a linear elastic material that is relatively flexible and gets fractured without any material ductility. In FRP plated beam, the force in the FRP plate keeps increasing until crushing of the concrete or debonding, so that the curvature at failure is relatively low allowing little if any moment redistribution. The chapter finally illustrates the distribution of the major debonding mechanisms for tension faceplates. Intermediate crack (IC) debonding initiates in the regions of maximum moment, where the strains in the plate are at their largest, and propagate towards the plate ends. Intermediate crack debonding controls the flexural capacity and flexural ductility and hence, the ability of the beam to redistribute moment." @default.
- W1567706520 created "2016-06-24" @default.
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- W1567706520 date "2002-01-01" @default.
- W1567706520 modified "2023-09-24" @default.
- W1567706520 title "A generic structural engineering approach to retrofitting FC beams in buildings by adhesive bonding longitudinal plates" @default.
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- W1567706520 doi "https://doi.org/10.1016/b978-008044100-9/50103-0" @default.
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