Experimental Analysis of Joints in Slender Footbridges from Precast Segments

Marek Velesik; Jiří Strasky; Radim Necas; Leonard Sopik

doi:10.4028/p-qn6MBp

Paper Titles

Static Analysis of a Fully Composite Modular Footbridge
p.1

Effect of External Prestressing on the Stability of a Flat Arch
p.11

Important Aspects Influencing the Dynamic Parameters of Slender Pedestrian Bridges Formed by Stress Ribbon Structure
p.21

Possibilities of Indirect Techniques for Prestressing Analysis of Existing Structures and Bridges
p.33

Experimental Analysis of Joints in Slender Footbridges from Precast Segments
p.41

Condition Evaluation of Inspected Bridges Built of Prestressed Standardized Precast Girders KA-73 after 40 Years of Use
p.49

Conceptual Design and Sustainable Development
p.55

HomeAdvances in Science and TechnologyAdvances in Science and Technology Vol. 147Experimental Analysis of Joints in Slender...

Experimental Analysis of Joints in Slender Footbridges from Precast Segments

Abstract:

Slender concrete structures are often assembled from precast segments with concrete joints. Proper functioning of the joints, which are a source of discontinuity in prefabricated structures, is crucial in terms of the overall structure's serviceable life. They are typically cast between segments faces with formwork keys around their perimeter. This contribution compares the results from several numerical analyses of the joints with results obtained from experimental measurements. The analysis results were used in the design of stress ribbon footbridge recently constructed in Tyresta National Park in Sweden.

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Periodical:

Advances in Science and Technology (Volume 147)

Pages:

41-48

DOI:

https://doi.org/10.4028/p-qn6MBp

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Online since:

April 2024

Authors:

Marek Velesik*, Jiří Strasky, Radim Necas, Leonard Sopik

Keywords:

Joints, Precast Segments, Stress Ribbon Structures, Suspension Structures

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