The Modified Elastomagnetic Sensor Intended for a Quick Application on an Existing Prestressed Concrete Structures
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F20%3A00344596" target="_blank" >RIV/68407700:21110/20:00344596 - isvavai.cz</a>
Výsledek na webu
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DOI - Digital Object Identifier
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Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
The Modified Elastomagnetic Sensor Intended for a Quick Application on an Existing Prestressed Concrete Structures
Popis výsledku v původním jazyce
The fully equipped elastomagnetic sensor is assembled from six basic components which are namely the sensor body, the primary coil, the secondary coil No. 1, the system of Hall probes, the secondary coil No. 2 and the steel shield of the sensor. Its additional installation on a tension steel element of an existing structure (as is typically a prestressed cable of a concrete bridge) involves the in situ process of the winding of its three coils that is relatively laborious and time-consuming. There is usually a large number of the tension elements on the investigated existing structure which should be investigated during the detailed construction inspection. The development of the modified elastomagnetic sensor that is described in this paper was based on an idea to reduce the laboriousness of the in situ process and also to obtain an effective tool for the quick detection and selection of which ones of the tension elements are most important for further detailed analysis and for installation of the fully equipped elastomagnetic sensors. In order to fulfil this idea, the modified elastomagnetic sensor was designed so that its each part can be easily mounted and then removed from the investigated tension element.
Název v anglickém jazyce
The Modified Elastomagnetic Sensor Intended for a Quick Application on an Existing Prestressed Concrete Structures
Popis výsledku anglicky
The fully equipped elastomagnetic sensor is assembled from six basic components which are namely the sensor body, the primary coil, the secondary coil No. 1, the system of Hall probes, the secondary coil No. 2 and the steel shield of the sensor. Its additional installation on a tension steel element of an existing structure (as is typically a prestressed cable of a concrete bridge) involves the in situ process of the winding of its three coils that is relatively laborious and time-consuming. There is usually a large number of the tension elements on the investigated existing structure which should be investigated during the detailed construction inspection. The development of the modified elastomagnetic sensor that is described in this paper was based on an idea to reduce the laboriousness of the in situ process and also to obtain an effective tool for the quick detection and selection of which ones of the tension elements are most important for further detailed analysis and for installation of the fully equipped elastomagnetic sensors. In order to fulfil this idea, the modified elastomagnetic sensor was designed so that its each part can be easily mounted and then removed from the investigated tension element.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
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OECD FORD obor
20102 - Construction engineering, Municipal and structural engineering
Návaznosti výsledku
Projekt
<a href="/cs/project/FV30457" target="_blank" >FV30457: Využití magnetoelastické metody pro zvýšení spolehlivosti a trvanlivosti stávajících a nově budovaných konstrukcí z předpjatého betonu.</a><br>
Návaznosti
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Ostatní
Rok uplatnění
2020
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
58th Conference on Experimental Stress Analysis - Book of Full Papers
ISBN
978-80-248-4451-0
ISSN
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e-ISSN
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Počet stran výsledku
9
Strana od-do
204-212
Název nakladatele
Czech Society for Mechanics
Místo vydání
Brno
Místo konání akce
Sobotín
Datum konání akce
19. 10. 2020
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
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