Recently, structural monitoring technology invested in methodologies that give direct information on structures' stress state. Optic fibers, strain gauges, pressure cells give real-time data on the stress condition of a structural element, often determining the area where peak stresses have been reached, with a clear advantage over other less direct monitoring methodologies, such as, e.g., the use of accelerometers and inverse analysis to estimate internal forces. In addition, stresses can be recorded in a data log for analysis after a loading event, as well as for taking into account the lifelong stress state of the structure. Beams and columns of a reinforced concrete frame can be effectively monitored for flexural loads. Differently, thin shells are most of their lifespan under membrane regime, and, when properly designed, they rarely move to the bending regime. Our proposal is to monitor the stress in thin structures by small-sized low- cost devices able to record the stress history at key locations, sending alerts when necessary, with the aim of ensuring safety against the risk of collapse, or simply to perform maintenance/repairing activities. Such devices are realized with cheap off-the-shelf electronics and traditional strain gauges. The application examples are given as laboratory tests performed on a reinforced concrete plate, a masonry panel, and a steel beam. Results shows that the permanent monitoring control of stresses can be conveniently carried out on new structures using low-cost devices of the type we designed and realized in-house.

Abruzzese, D., Bracale, D., Forconi, D., Grizzi, G.m., Micheletti, A., Paradisi, D., et al. (2021). Permanent monitoring of thin structures with low-cost devices. CURVED AND LAYERED STRUCTURES, 8(1), 188-195 [10.1515/cls-2021-0018].

Permanent monitoring of thin structures with low-cost devices

Abruzzese D.;Micheletti A.
;
Tiero A.;
2021-01-01

Abstract

Recently, structural monitoring technology invested in methodologies that give direct information on structures' stress state. Optic fibers, strain gauges, pressure cells give real-time data on the stress condition of a structural element, often determining the area where peak stresses have been reached, with a clear advantage over other less direct monitoring methodologies, such as, e.g., the use of accelerometers and inverse analysis to estimate internal forces. In addition, stresses can be recorded in a data log for analysis after a loading event, as well as for taking into account the lifelong stress state of the structure. Beams and columns of a reinforced concrete frame can be effectively monitored for flexural loads. Differently, thin shells are most of their lifespan under membrane regime, and, when properly designed, they rarely move to the bending regime. Our proposal is to monitor the stress in thin structures by small-sized low- cost devices able to record the stress history at key locations, sending alerts when necessary, with the aim of ensuring safety against the risk of collapse, or simply to perform maintenance/repairing activities. Such devices are realized with cheap off-the-shelf electronics and traditional strain gauges. The application examples are given as laboratory tests performed on a reinforced concrete plate, a masonry panel, and a steel beam. Results shows that the permanent monitoring control of stresses can be conveniently carried out on new structures using low-cost devices of the type we designed and realized in-house.
2021
Pubblicato
Rilevanza internazionale
Articolo
Esperti anonimi
Settore ICAR/09 - TECNICA DELLE COSTRUZIONI
Settore ICAR/08 - SCIENZA DELLE COSTRUZIONI
English
structural health monitoring
new constructions
permanent monitoring
stress measurement
low-cost sensors
Abruzzese, D., Bracale, D., Forconi, D., Grizzi, G.m., Micheletti, A., Paradisi, D., et al. (2021). Permanent monitoring of thin structures with low-cost devices. CURVED AND LAYERED STRUCTURES, 8(1), 188-195 [10.1515/cls-2021-0018].
Abruzzese, D; Bracale, D; Forconi, D; Grizzi, Gm; Micheletti, A; Paradisi, D; Tiero, A; Vuth, S
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/2108/294211
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