Design of an Experimental Prestressed Vierendeel Pedestrian Bridge Made of UHPC

Petr Tej; Alena Tejová

doi:10.4028/www.scientific.net/AMM.587-589.1642

Paper Titles

Sensitivity Parameter Analysis and Accurately Calculation Method of Cables Unstressed Length for Cable-Stayed Bridges
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Study on the Durability of Coastal Area Bridge
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The Changes of Internal Forces and the Reliability of Curved Bridge Taking the Cross-Sectional Design of Axial Symmetrical
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Analysis of Technical Characteristics and Construction Focus of Long-Span Continuous Rigid Frame Bridge with High-Rise Piers
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Design of an Experimental Prestressed Vierendeel Pedestrian Bridge Made of UHPC
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Design of an Experimental Tensegrity Pedestrian Bridge
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Sensitivity Analysis of Continuous Curved Bridge under Different Curvature Radius
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Study on Dynamic Behavior and Seismic Performance of Cable-Stayed Bridge with Different Auxiliary Pier Positions
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Study on the Prestressed Arrangement in Cable-Pylon Anchorage Zone of Cable-Stayed Bridge
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 587-589Design of an Experimental Prestressed Vierendeel...

Design of an Experimental Prestressed Vierendeel Pedestrian Bridge Made of UHPC

Abstract:

This paper presents the design of an experimental prestressed Vierendeel pedestrian bridge made of ultra-high performance concrete (UHPC). The structure is designed as a permanent single-span bridge with an intermediate deck. The span of the bridge structure is 61.38 m, the total width is 6.68 m, and the clearance width of the bridge is 5.30 m. The main structure of the bridge consists of two prestressed Vierendeel beams made of UHPC with dispersed steel fibres . The main beams are composed of prefabricated parts, subsequently prestressed.

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Periodical:

Applied Mechanics and Materials (Volumes 587-589)

Pages:

1642-1645

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.587-589.1642

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Online since:

July 2014

Authors:

Petr Tej, Alena Tejová

Keywords:

Pedestrian Bridge, UHPC, Ultra-High Performance Concrete

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References

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