DURAPGULF, A PROBABILISTIC APPROACH FOR DURABILITY DESIGN OF RC STRUCTURES IN THE PERSIAN GULF USING
Publish place: 3rd International Conference on Concrete and Development
Publish Year: 1388
Type: Conference paper
Language: English
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Document National Code:
ICCD03_072
Index date: 11 October 2008
DURAPGULF, A PROBABILISTIC APPROACH FOR DURABILITY DESIGN OF RC STRUCTURES IN THE PERSIAN GULF USING abstract
A probabilistic approach in durability design of reinforced concrete structures has been studied using DuraPGulf model. DuraPGulf is a service life design model, the first version of which provides a realistic prediction of corrosion initiation for RC structures in Persian Gulf region. Output parameters are interpolated using a complete database of conducted experiments in this region. Although relevant data is still lacking, this approach has been successfully applied to a concrete structure in Persian Gulf environment. In order to facilitate the
probability-based durability analysis, simple analysis has been developed, where the probabilistic approach is based on a Monte Carlo simulation. A comparative study of deterministic and probabilistic approach has been carried out using the data available from durability assessment of a jetty in Persian Gulf. In particular, probability based design seems to provide more realistic results than deterministic
durability design analysis.
DURAPGULF, A PROBABILISTIC APPROACH FOR DURABILITY DESIGN OF RC STRUCTURES IN THE PERSIAN GULF USING authors
M Shekarchi
Director of Construction Materials Institute (CMI), University of Terhran
A Rafiee
PhD Student of Kassel University, Kassel, Germany
H Layssi
hD Student of McGill University, Montreal, Canada
F. Moradi-Marani
Research Assistance of Construction Materials Institute (CMI), University of Tehran, Iran
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