Department of Civil Engineering, Faculty of Engineering, University of Tripoli, Libya
Research Article
Role of Spatial Variability in the Service Life Prediction of RC Bridges Affected by Corrosion
Author(s): Omran M. Kenshel*, Alan J. O’Connor, Mohamed F. Suleiman and Fauzi E. Jarushi
Estimating the service life of Reinforced Concrete (RC) bridge structures located in corrosive marine environments of a great importance to their
owners/engineers. Traditionally, bridge owners/engineers relied more on subjective engineering judgment, e.g. visual inspection, in their estimation
approach. However, because financial resources are often limited, rational calculation methods of estimation are needed to aid in making reliable
and more accurate predictions of the service life of RC structures. This is in order to direct funds to bridges found to be the most critical. Criticality of
the structure can be considered either from the Structural Capacity (i.e. Ultimate Limit State) or from Serviceability viewpoint whichever is adopted.
This paper considers the service life of the structure only from the Structural Capacity viewpoint. Considering the great varia.. Read More»
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