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VELEŠÍK, M. STRÁSKÝ, J. NEČAS, R. KOLÁČEK, J. POŽÁR, M.
Original Title
Effect of external prestressing on the stability of a flat arch
Type
conference paper
Language
English
Original Abstract
For bridges with a slender bridge deck, ensuring sufficient stability under external loads is one of the technical problems that must be addressed. This paper studies the stability of a flat arch under asymmetric loads. Flat arch structures can form a directly walkable bridge deck. These structures can be realized without external prestressing only up to certain spans due to the necessity of capturing significant horizontal forces. The paper includes a static study that analyses the possible arrangements of the prestressing cables. The study evaluates the stabilizing effect of external prestressing and the possibility of creating a self-anchored system. Based on the results of the static study, a suitable variant was chosen for the design of a physical experiment. The experimental measurements compare the increase of stability for an arch discretely connected to a prestressing cable and an arch structure with a tie without mutual connection.
Keywords
Flat arch, External prestressing, Stability, Static physical model
Authors
VELEŠÍK, M.; STRÁSKÝ, J.; NEČAS, R.; KOLÁČEK, J.; POŽÁR, M.
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
11
Pages to
19
Pages count
9
URL
https://doi.org/10.4028/p-s8IkEO
BibTex
@inproceedings{BUT185254, author="Marek {Velešík} and Jiří {Stráský} and Radim {Nečas} and Jan {Koláček} and Michal {Požár}", title="Effect of external prestressing on the stability of a flat arch", booktitle="29th Concrete Days Innovative Approaches in Bridge Engineering", year="2024", journal="Advances in Science and Technology", volume="147", pages="11--19", publisher="Trans Tech Publications Ltd", address="Switzerland", issn="1662-0356", url="https://doi.org/10.4028/p-s8IkEO" }