Shear Assessment of Concrete Bridge Deck Slabs

Radoslav Vida; Jaroslav Halvonik

doi:10.4028/www.scientific.net/KEM.738.110

Paper Titles

Numerical Models of Wind Effects on Temperature Loaded Object
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Analysis of Ceiling Slab of Office Centre
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Determination of Load-Carrying Capacity of Railway Concrete Bridges According to New Guideline
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Shear Assessment of Concrete Bridge Deck Slabs
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Analysis of Asymmetric High-Rise Building
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Dilatation of the High-Rise Building by Inserted Field
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Determination of Material Parameters for Nonlinear Analysis of Reinforced Concrete
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Pedestrian Wind Comfort around the Reinforced-Concrete Atypical Structure
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HomeKey Engineering MaterialsKey Engineering Materials Vol. 738Shear Assessment of Concrete Bridge Deck Slabs

Shear Assessment of Concrete Bridge Deck Slabs

Abstract:

The transitions from old STN standards to Eurocode standards brought several problems into bridge design and assessment. Shear reinforcement is now often required even in concrete members, which were previously allowed to be built without it. Moreover, assessment of existing reinforced concrete bridge structures often shows their insufficiency in shear capacity, which means that they should be strengthened or replaced. Work on new generation of Eurocodes is currently in progress and current model for shear assessment should be replaced by a new (and more precise) one. This paper deals with the problem of shear assessment of concrete bridge according to current standard and also according to the new shear models that are under consideration.

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Periodical:

Key Engineering Materials (Volume 738)

Pages:

110-119

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.738.110

Citation:

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Online since:

June 2017

Authors:

Radoslav Vida*, Jaroslav Halvonik

Keywords:

Bridge Deck Slab, Reinforced Concrete, Shear Assessment

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* - Corresponding Author

References

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