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Repair and strengthening of steel structures using CFRP composites: an overview

Authors: Heydarinouri, H.; Hosseini, A.; Li, L.; Wang, S.; Motavalli, M.; Ghafoori, E.;

Repair and strengthening of steel structures using CFRP composites: an overview

Abstract

Since decades, carbon fiber-reinforced polymer (CFRP) composites have been used for strengthening of concrete structures, for which the required design theories and techniques have been well developed. However, strengthening of steel structures still requires further development of relevant theories and techniques. In this paper, the main differences in design requirements for CFRP strengthening of concrete and steel members are discussed. In addition, an overview on the research at Empa on non-prestressed/prestressed bonded/ubonded strengthening systems using CFRP plates and rods for steel girders, plates and connections is given, and, a few projects for real application of the developed systems in steel bridges are briefly explained.

KEYNOTE: 2023 IIFC Young Researcher Award Recipient - Professor Elyas Ghafoori

Keywords

690, Prestressing, Carbon Fiber-reinforced Polymer (CFRP), Steel strengthening,, Bonded, Fatigue, Pre-stressed Unbonded Reinforcement, Konferenzschrift

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This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
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popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
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influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
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impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
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