Effect of Concrete Slab Thicknesses to the Deflection of a Composite I-Steel Long Span Girder Validated with Bridge Loading Test Results

Ida Royana Tambunan; Heru Purnomo

doi:10.4028/p-ph1lES

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HomeKey Engineering MaterialsKey Engineering Materials Vol. 1006Effect of Concrete Slab Thicknesses to the...

Effect of Concrete Slab Thicknesses to the Deflection of a Composite I-Steel Long Span Girder Validated with Bridge Loading Test Results

Abstract:

Long-span bridges are generally often needed in the world of civil engineering to reduce the number of the bridge piers. A long span steel box girders with a mid-span of 120-meter and two side-spans of 70-meter is studied. The static bridge deflection needs to be evaluated as the constructed slab thicknesses of the steel I-girder composite slab was not constant along the bridge longitudinal span. Results from numerical simulation with those of loading tests carried out on the bridge after its completion are compared.

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Periodical:

Key Engineering Materials (Volume 1006)

Pages:

63-69

DOI:

https://doi.org/10.4028/p-ph1lES

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Online since:

December 2024

Authors:

Ida Royana Tambunan*, Heru Purnomo

Keywords:

Composite, Displacement, Loading Test, Long Span Bridge, Slab Thickness, Steel I-Girder

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* - Corresponding Author

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