Ceramic Stress Sensor Based on Thick Film Piezo-Resistive Ink for Structural Applications

Author:

Bertagnoli Gabriele1ORCID,Abbasi Gavarti Mohammad2ORCID,Ferrara Mario1ORCID

Affiliation:

1. Department of Structural, Geotechnical and Building Engineering (DISEG), Politecnico di Torino, Corso Duca degli Abruzzi, 24, 10129 Turin, Italy

2. Department of Mechanical Engineering, Politecnico di Milano, Via La Masa, 34, 20156 Milan, Italy

Abstract

This paper presents a ceramic stress sensor with the dimension of a coin, able to measure the compressive force (stress) applied to its two round faces. The sensor is designed and engineered to be embedded inside concrete or masonry structures, like bridges or buildings. It provides good accuracy, robustness, and simplicity of use at potentially low cost for large-scale applications in civil structures. Moreover, it can be calibrated temperature compensated, and it is inherently hermetic, ensuring the protection of sensitive elements from the external environment. It is, therefore, suitable for operating in harsh and dirty environments like civil constructions. The sensor directly measures the internal stress of the structure, exploiting the piezo resistivity of thick film ink based on ruthenium oxide. It is insensitive with respect to the stiffness of the embedding material and the variation of the surrounding material properties like concrete hardening, shrinkage, and creep as it decouples the two components of stress.

Publisher

MDPI AG

Subject

Electrical and Electronic Engineering,Biochemistry,Instrumentation,Atomic and Molecular Physics, and Optics,Analytical Chemistry

Reference28 articles.

1. Cusatis, G., Alnaggar, M., D’Ombrasia, M., and Qu, J. (2015, January 21–23). Aging and Deterioration of Concrete Structures. Proceedings of the CONCREEP-10, Vienna, Austria.

2. Technology Developments in Structural Health Monitoring and Integrity Maintenance;Ye;Sci. World J.,2014

3. Nagayama, T., and Spencer, B.F. (2007). SHM Using Smart Sensors, NSEL.

4. Comité Euro-International Du Béton (CEB) (1990). CEB-FIP Model Code for Concrete Structures, CEB.

5. (1982). Prediction of Creep, Shrinkage, and Temperature Effects in Concrete Structures. ACI Committee 209 (Standard No. ACI-209R-82).

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