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- W4385587368 abstract "Chloride Induced corrosion is one of the major causes of deterioration of bridge structures which affects the service life. As reported in the literature, service life models for RC bridges due to corrosion include, the time for initiation of the corrosion, the time for the first crack to occur due to corrosion, and the time for propagation after the first crack. In the present study, the clear cover of concrete, critical chloride concentration, surface chloride concentration, and diffusion coefficient are chosen as random variables to account for uncertainties in time for initiation of corrosion. Further, to model the uncertainty in the diffusion coefficient, five additional random variables are identified from the literature. In the estimation of time for the first crack to occur due to corrosion, the diameter of reinforcement, compressive strength of concrete, creep coefficient, and thickness of porous zone around reinforcement are chosen as random variables. In the modeling of uncertainties in the time for propagation after the first crack, corrosion current density, water-cement ratio, and effective area of reinforcement are chosen as random variables. Wherein, water-cement ratio and effective area of reinforcement are derived random variables from the compressive strength of concrete and diameter of the reinforcement. Ten thousand random values for each random variable are generated with suitable COV and distribution functions proposed in the literature using Monte Carlo simulation. Thus, the statistical characterisation of the service life of the corroded RC bridge pier has been done through probabilistic modeling. A comparison of estimated values of service life through a probabilistic approach and by using two identified deterministic models has also been included in this paper." @default.
- W4385587368 created "2023-08-05" @default.
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- W4385587368 date "2023-01-01" @default.
- W4385587368 modified "2023-09-24" @default.
- W4385587368 title "Statistical Characterisation of Service Life of Corroded RC Bridge Pier" @default.
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- W4385587368 doi "https://doi.org/10.1007/978-981-99-5049-2_5" @default.
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