Practical use of distributed fibre optic sensors in research on FRCM composites

Filip Grzymski,Michał Musiał,Tomasz Trapko,A Volkov,A Adamtsevich,A Pustovgar,T Sultanov

doi:10.1051/e3sconf/20199702019

Abstract

This article describes research on FRCM (Fabric Reinforced Cementitious Matrix) composites, which unlike commonly used FRP (Fibre Reinforced Polymers) composites make use of a mineral matrix instead of epoxy resin, which allows to achieve much higher resistance to elevated temperatures. In the described studies, experimental measurement of deformations with the use of the DFOS (Distributed Fibre Optic Sensors) method was applied. This method allows for geometrically continuous measurement of deformations, which is its significant advantage compared to traditional electric resistance wire strain gauge, as it reduces the possibility of measuring deformations in a place where they are not representative. The tests were carried out using two reinforced concrete slab elements loaded to failure in the 4-point bending scheme. Fibre optic sensors were installed on an unstrengthened control element and on an element strengthened with FRCM composite. During the tests, deformations of the concrete under tension and the external surface of the FRCM reinforcing composite were determined. Measurements were carried out simultaneously in two manners: using the DFOS method, and strain gauges placed at the characteristic points of the element. The test results based on both methods were compared and analysed. The comparative analysis confirmed the usefulness and effectiveness of the DFOS method while measuring deformations in strengthening composites, and showed its significant advantages such as precise indication of the place of elements cracking as well as the possibility of conducting a global analysis of deformations.

Highlights

Effectiveness of strengthening composites work in reinforced concrete structures is most often assessed in destructive tests, in which the force carried by the element is determined
In the case of the unstrengthened element, the destruction occurred due to the yielding of the main reinforcing steel, and in the case of the element strengthened with the FRCM composite, it was related to the slippage of the composite after the destruction of its anchorage
The place of the cracking formation in optical fibre measurements is visible in the form of a large local peak that can be seen on the graph

Summary

Introduction

Effectiveness of strengthening composites work in reinforced concrete structures is most often assessed in destructive tests, in which the force carried by the element is determined. FRCM composites undergo local deformations at the cracking area of a reinforced concrete element, it is advisable to monitor their entire surface while they are being tested. One method to geometrically measure deformations is to employ Distributed Fibre Optic Sensors (DFOS).

Results

Conclusion