Thermal-shrinkage strains of GRP composite pipe in the laboratory

The glass fibre reinforced polymer (GFRP) pipe with a length of 4 m, a diameter of 270 mm and wall thickness of 11 mm, installed on a rigid steel frame in a cantilevered scheme, was tested under laboratory conditions. Surface strain was measured with the EpsilonSensor, while vertical displacements with the 3DSensor. The system was also designed to detect local events: mechanical crack causing stress concentration and simulated temperature effects (leakageand compressed air).

DFOS Sensors Installed: EpsilonSensor and 3DSensor

Project challenges

How to apply non-invasive diagnostics in demanding historic structures?
How to get precise measurement data to detect local damage and imperfection?
How to measure detailed strain profiles over the entire height of the brick masonry wall?

Benefits of using the DFOS monitoring system

Simultaneous measurements of distributed strains and displacements (shapes)
Detection of mechanical defects (simulated crack causing strain concentration)
Detection of thermal events (simulated leakage and usage of compressed air)
Evaluation of local events in terms of the location and size (e.g. crack width)

Results of using the DFOS monitoring system

The graph presents example strain results from bending tests, revealing both mechanical damage (cracking) and the localized impact of spot support. In other tests, cold water leakage through pinholes in the pipe wall, along with the application of compressed air, were detected due to localized temperature variations. Measurements were conducted under the monitoring of reference Fiber Bragg Gratings (FBGs).

Technical specifications

9 846 measurement points
12.8 m of sensing path
1 x 3D, 3 x EpsilonSensor
short-termlab tests

Example results

Recomendations (optional)

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John Doe

Project partner

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EpsilonSensor Datasheet

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