Publication detail

Experimental analysis of joints in slender footbridges from precast segments

VELEŠÍK, M. STRÁSKÝ, J. NEČAS, R. ŠOPÍK, L.

Original Title

Experimental analysis of joints in slender footbridges from precast segments

Type

conference paper

Language

English

Original 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.

Keywords

suspension structures, stress ribbon structures, precast segments, joints

Authors

VELEŠÍK, M.; STRÁSKÝ, J.; NEČAS, R.; ŠOPÍK, L.

Released

1. 4. 2024

Publisher

Trans Tech Publications Ltd

Location

Switzerland

ISBN

1662-0356

Periodical

Advances in Science and Technology

Year of study

147

State

Swiss Confederation

Pages from

41

Pages to

48

Pages count

8

URL

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

BibTex

@inproceedings{BUT185253,
  author="Marek {Velešík} and Jiří {Stráský} and Radim {Nečas} and Leonard {Šopík}",
  title="Experimental analysis of joints in slender footbridges from precast segments",
  booktitle="29th Concrete Days Innovative Approaches in Bridge Engineering",
  year="2024",
  journal="Advances in Science and Technology",
  volume="147",
  pages="41--48",
  publisher="Trans Tech Publications Ltd",
  address="Switzerland",
  doi="10.4028/p-qn6MBp",
  issn="1662-0356",
  url="https://doi.org/10.4028/p-qn6MBp"
}