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Author(s):     
 
Speck, Kerstin; Vogdt, Fritz; Curbach, Manfred; Petryna, Yuri
 
Title:     
 
Faseroptische Sensoren zur kontinuierlichen Dehnungsmessung im Beton
 
Abstract:     
 
Die Ermittlung lastinduzierter, anisotroper Schädigungen unter verschiedenen mehraxialen Spannungszuständen bedingt die Dehnungsmessung im Inneren kleinformatiger Probekörper. Die Wahl fiel auf quasi-kontinuierlich messende, faseroptische Sensoren ohne werksseitige Schutzummantelung. Dieser Beitrag erläutert das Messprinzip und zeigt, welche Messkonfigurationen bestehend aus Messsystem, Sensorfaser und Coatingmaterial für diese Aufgabe geeignet sind und mit welchen Hilfskonstruktionen die Positionierung der Messsensoren im Probekörper gelingt, um besonders auch im Bereich kleiner Dehnungen exakte Messwerte zu erhalten, die mindestens die gleiche Genauigkeit wie die etablierten Messsysteme Dehnmessstreifen und Photogrammetrie aufweisen. Dafür werden einaxiale Druck- und Zugversuche an Mörtelprismen ausgewertet und ein geeignetes Messkonzept für kommende mehraxiale Versuche entwickelt.

Fiber optic sensors for continuous strain measurement in concrete
The determination of load-induced, anisotropic damages under various multi-axial stress conditions requires a strain measurement inside small sized specimens. Therefore, quasi-continuous measuring fibre optic sensors without factory-set protective coating were used. This article explains the measuring principle and shows which measuring configurations are suitable for the existing measuring system in order to obtain exact values, especially in the range of small strains. Sensor fibres and coating material were varied for this purpose and it was investigated which supporting structures could be used to position the measuring sensors in the specimen. The aim was to obtain measurements with at least the same accuracy as the established strain gauge and photogrammetry measurement systems. For this purpose, uniaxial compression and tensile tests on mortar prisms are evaluated and a suitable measuring concept for future multiaxial tests is developed.
 
Source:     Beton- und Stahlbetonbau 114 (2019), No. 3
 
Page/s:     160-167
 
Language of Publication:     German



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