„Concrete tomograph” – strain and temperature evolution at early stage

This challenging experiment involved a concrete cube embedded with optical sensors oriented in three directions (X, Y, and Z). The total number of 75 sections for strain and 25 sections for temperature measurements were created without disturbing the structural performance of the concrete. The research aimed to analyse the spatial behaviour of the massive element during the hydration and shrinkage process, including temperatures and heat transfer.

DFOS Sensors Installed: Optical fibre in acrylate coating

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 strains and temperatures in 3D space
Thousands of gauges in a small element without disturbing its behaviour
Unique data about the massive structure for designing purposes and FEM validation
Max. registered strains ten times higher than in conventional foil strain gauges

Results of using the DFOS monitoring system

The 3D network of strain and temperature Nerve-Sensors was successfully embedded inside the cube concreted with self-compacting concrete. The installation process was challenging as there was no reinforcement inside the element. The purpose of the cube (35 x 35 x 35 cm) was to simulate the behaviour of a massive concrete element during its early age (hydration process). Finally, the spatial picture of thermal-shrinkage strains was obtained in all directions.

Technical specifications

7 000 measurement points
35 m of sensing path
100 x strain sensors
early-age concrete

Example results

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John Doe

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