STRUCTURAL DURABILITY ASSESSMENT OF THE BENIN SAGAMU BYPASS OVERHEAD BRIDGE BY RELIABILITY THEORY

Ebiserigha A. Nemine, Orie U. Ogheneale

Abstract


The structural durability of key structural elements of the Benin-Sagamu overhead bypass bridge located at Oluku, Benin City, Edo state, was determined by the use of reliability theory. The bridge dimensions were measured to determine its dead load while manual traffic count was used to estimate the traffic live loads by calculating the Annual Average Daily Traffic and simulating the total number of vehicles that would use the bridge in 120 years similar to methods used in EN 1991-2 (2003). From the traffic survey data, the mean vehicle load was used as the representation of assessment vehicle live load. The assessment vehicle model closest to those in CS 454 was used as the assessment vehicle and its axle loads and dimensions adopted for structural analysis using the influence line theory. Moments from the analysis resulting from dead and live loads represented the bridge strength model. The resistance model of the bridge was derived from concrete strength by Non-Destructive testing and from the section properties. The reliability theory was applied to determine the reliability and probability of failure of the transverse and longitudinal girders of the bridge. The reliability index of the transverse girder and longitudinal girders were 3.9 and 5.2 respectively and compares favorably to target reliabilities of EN 1990 (2002). The reliability theory was found to be efficient in determining the structural durability by the use of manual traffic counts.

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KEYWORDS:   Assessment Vehicle, Bridge Structural Durability, Durability Assessment, Probability of  Failure, Reliability theory.


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References


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