Strain sensing and crack detection during simulation of column failure

The performance of a full-scale concrete structure was investigated during the simulation of column failure. EpsilonSensors were installed inside the slab by tightening to the existing reinforcement. The main aim was to observe the crack morphology. Additional optical fibres were glued to the steel reinforcement to analyse its behaviour during the yielding process. The Nerve-Sensor system measured strains successfully during the entire research until the planned structural failure.

DFOS Sensors Installed: EpsilonSensor

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

Detection of all the cracks inside the concrete up to structural failure
Thousands of measurement points with very fast and easy installation
Analysis of steel yielding under extremely large strain levels
UMax. registered strains ten times higher than in conventional foil strain gauges

Results of using the DFOS monitoring system

EpsilonSensors allowed for detailed structural performance analysis during key research steps: (1) mechanical loading in the elastic range, (2) changing the static scheme by removing the column (see the first cracks in the figure) and (3) additional loading through hydraulic jacket up to the total structural failure. Max. registered strains were ten times higher than in the case of conventional foil strain gauges, which were destroyed very early on.

Technical specifications

4 000 measurement points
20 m of sensing path
2 x EpsilonSensor
short-term (load tests)

Example results

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John Doe

Project partner

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