Concrete slab strengthened with FRP composites: strains & cracks

The reinforced concrete slabs were investigated in laboratory conditions in mechanical four point bending tests. Some were strengthened with FRP material to analyse this solut on’s effectiveness. However, the application of FRP prevented visual inspection of cracks. That is why all the slabs were equipped with distributed optical fibre strain sensors placed in-between the concrete and the strengthening material, which allowed for the detection of all cracks invisible to the naked eye.

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

Detection of all cracks between the concrete and FRP material
Knowledge about cracks invisible to the naked eye and other techniques
Thousands of measurement points without disturbing structural connection
Successful measurements during the entire test until structural failure

Results of using the DFOS monitoring system

One of the research goals was to compare structural behaviour (including crack morphology) of concrete slabs with and without FRP strengthening. DFOS strain sensors installed within the structural connection allowed to complete this task successfully. The figure below shows the example strain profile and corresponding cracks detected during mechanical bending tests.

Technical specifications

5 700 measurement points
57 m of sensing path
38 x strain sensors
short-term (load tests)

Example results

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