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Effect of external prestressing on the stability of a flat arch

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F24%3APU149466" target="_blank" >RIV/00216305:26110/24:PU149466 - isvavai.cz</a>

  • Result on the web

    <a href="https://doi.org/10.4028/p-s8IkEO" target="_blank" >https://doi.org/10.4028/p-s8IkEO</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.4028/p-s8IkEO" target="_blank" >10.4028/p-s8IkEO</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Effect of external prestressing on the stability of a flat arch

  • Original language description

    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.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

  • Continuities

    S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2024

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Article name in the collection

    29th Concrete Days Innovative Approaches in Bridge Engineering

  • ISBN

    978-80-908943-0-3

  • ISSN

    1662-0356

  • e-ISSN

  • Number of pages

    9

  • Pages from-to

    11-19

  • Publisher name

    Trans Tech Publications Ltd

  • Place of publication

    Switzerland

  • Event location

    Hradec Králové

  • Event date

    Nov 7, 2023

  • Type of event by nationality

    CST - Celostátní akce

  • UT code for WoS article