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Innovative strenghtening of road bridges with Iron-based shape Memory Alloys (Fe-SMA)

Identifikátory výsledku

  • Kód výsledku v IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F22%3A00352111" target="_blank" >RIV/68407700:21110/22:00352111 - isvavai.cz</a>

  • Výsledek na webu

    <a href="https://eurostruct.org/eurostruct-2021/" target="_blank" >https://eurostruct.org/eurostruct-2021/</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1007/978-3-030-91877-4_64" target="_blank" >10.1007/978-3-030-91877-4_64</a>

Alternativní jazyky

  • Jazyk výsledku

    angličtina

  • Název v původním jazyce

    Innovative strenghtening of road bridges with Iron-based shape Memory Alloys (Fe-SMA)

  • Popis výsledku v původním jazyce

    Bridge over Chodovsky stream is a composite structure made of filler-beam deck, erected in 2017 in Karlovy Vary (Czech Republic). Urgent need of re-pair works on the bridge arose due to excessive effects of creep and subse-quent deflection compromising the driving comfort. A bolted retrofit (BR) system was developed to apply pre-strained Fe-SMA prestressing bars. The shape memory effect (SME) of Fe-SMA was used for prestressing of the ret-rofit bars to increase the flexural resistance of the filler beam deck as well as to reduce the bridge static de-flection. After the Fe-SMA strengthening of Pe-trov bridge in May of 2019 (bridge was demolished in July of 2019), this is to the best of author’s knowledge second application of this kind of strengthening and first permanent application of Fe-SMA to the bridge struc-ture. Because of its novelty, the possi-bility for monitoring and evaluation of Fe-SMA-strengthening reliability on real bridge structure subjected to daily traffic is of great value. Wireless monitoring system was installed prior to the strengthening application. For the short-term measurements, the bridge was loaded with four 32-ton trucks before and after strengthening. The results of short- and long-term measurements show the effec-tivity and reliability of the Fe-SMA strengthening for current structures. The re-laxation of Fe-SMA is evaluated and the results are compared with preliminary laboratory testing of the same BR strengthening system.

  • Název v anglickém jazyce

    Innovative strenghtening of road bridges with Iron-based shape Memory Alloys (Fe-SMA)

  • Popis výsledku anglicky

    Bridge over Chodovsky stream is a composite structure made of filler-beam deck, erected in 2017 in Karlovy Vary (Czech Republic). Urgent need of re-pair works on the bridge arose due to excessive effects of creep and subse-quent deflection compromising the driving comfort. A bolted retrofit (BR) system was developed to apply pre-strained Fe-SMA prestressing bars. The shape memory effect (SME) of Fe-SMA was used for prestressing of the ret-rofit bars to increase the flexural resistance of the filler beam deck as well as to reduce the bridge static de-flection. After the Fe-SMA strengthening of Pe-trov bridge in May of 2019 (bridge was demolished in July of 2019), this is to the best of author’s knowledge second application of this kind of strengthening and first permanent application of Fe-SMA to the bridge struc-ture. Because of its novelty, the possi-bility for monitoring and evaluation of Fe-SMA-strengthening reliability on real bridge structure subjected to daily traffic is of great value. Wireless monitoring system was installed prior to the strengthening application. For the short-term measurements, the bridge was loaded with four 32-ton trucks before and after strengthening. The results of short- and long-term measurements show the effec-tivity and reliability of the Fe-SMA strengthening for current structures. The re-laxation of Fe-SMA is evaluated and the results are compared with preliminary laboratory testing of the same BR strengthening system.

Klasifikace

  • Druh

    D - Stať ve sborníku

  • CEP obor

  • OECD FORD obor

    20101 - Civil engineering

Návaznosti výsledku

  • Projekt

    <a href="/cs/project/CK03000219" target="_blank" >CK03000219: Pokročilý cloudový systém pro monitoring mostních konstrukcí za pomoci optických vláken</a><br>

  • Návaznosti

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Ostatní

  • Rok uplatnění

    2022

  • Kód důvěrnosti údajů

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

Údaje specifické pro druh výsledku

  • Název statě ve sborníku

    Proceedings of the 1st Conference of the European Association on Quality Control of Bridges and Structures

  • ISBN

    9783030918767

  • ISSN

    2366-2557

  • e-ISSN

  • Počet stran výsledku

    9

  • Strana od-do

    560-568

  • Název nakladatele

    Springer Nature Switzerland AG

  • Místo vydání

    Basel

  • Místo konání akce

    Padova

  • Datum konání akce

    29. 8. 2021

  • Typ akce podle státní příslušnosti

    WRD - Celosvětová akce

  • Kód UT WoS článku