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DURAPGULF, A PROBABILISTIC APPROACH FOR DURABILITY DESIGN OF RC STRUCTURES IN THE PERSIAN GULF USING

Publish Year: 1388
Type: Conference paper
Language: English
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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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