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- W1990489812 abstract "Numerical analysis using a finite-element model was performed to simulate and investigate the long-term behavior of two RC beams with similar steel reinforcement, cast from the same batch of concrete. One beam was a plain RC beam and the other beam was strengthened using carbon fiber-reinforced polymer (FRP) strips. The deflections of both beams have been monitored for 5 years after loading. The finite-element model included both creep of concrete and viscoelasticity of the epoxy adhesive at the concrete-carbon FRP (CFRP) interface. The results of the finite-element analysis are compared to experimental observations of the two beams. The finite-element analysis was found to be able to simulate the long-term behavior of the CFRP-strengthened beam and help us understand the complex changes in the stress state that occur over time." @default.
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- W1990489812 date "2010-12-01" @default.
- W1990489812 modified "2023-10-18" @default.
- W1990489812 title "Numerical Investigation of Creep Effects on FRP-Strengthened RC Beams" @default.
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- W1990489812 doi "https://doi.org/10.1061/(asce)cc.1943-5614.0000123" @default.
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