Reinforced concrete elements in bridge structures are subjected during their service life to different loading conditions that may affect their durability and efficiency. This can reduce the safety level of the infrastructures over time until their complete degradation. In particular, reinforced concrete elements can develop cracking conditions due to tensile stresses. However, such cracking conditions can propagate leading to the exposure of the steel reinforcement bars to the aggression of external agents such as chlorides. Being able to detect, localize and monitor the development and evolution of cracking can be crucial and this research is aimed at this purpose. In particular, laboratory tests have been performed on reinforced concrete...
When using distributed optical fiber sensors (DOFS) on reinforced concrete structures, a compromise ...
This paper reports the feasibility of using embedded Fabry–Pé rot fiber optic sensors to detect and ...
This paper outlines the principal results of laboratory and field testing in concrete structures to ...
Monitoring of important structures throughout its working life is normally needed to ensure its perf...
This study aims to develop the potential of fiber optic sensors when embedded in concrete elements. ...
Advances in the production of optical fibers have made possible the recent development of innovative...
Corrosion of steel bars compromises the safety and service life of reinforced concrete structures. T...
This paper reports the feasibility of using embedded Fabry–Pérot fiber optic sensors to detect and ...
The idea behind Structural Health Monitoring (SHM) is the identification of early structural malfunc...
This study investigates the feasibility of distributed fiber optic sensor for corrosion monitoring o...
After years in service, many concrete structures are showing severe deterioration. To ensure safety ...
This document reports the development of a distributed optical fibre crack sensor. This sensor can b...
This document reports the development of a distributed optical fibre crack sensor. This sensor can b...
When using distributed optical fiber sensors (DOFS) on reinforced concrete structures, a compromise ...
The condition of a concrete structure can be effectively assessed through the monitoring of cracks. ...
When using distributed optical fiber sensors (DOFS) on reinforced concrete structures, a compromise ...
This paper reports the feasibility of using embedded Fabry–Pé rot fiber optic sensors to detect and ...
This paper outlines the principal results of laboratory and field testing in concrete structures to ...
Monitoring of important structures throughout its working life is normally needed to ensure its perf...
This study aims to develop the potential of fiber optic sensors when embedded in concrete elements. ...
Advances in the production of optical fibers have made possible the recent development of innovative...
Corrosion of steel bars compromises the safety and service life of reinforced concrete structures. T...
This paper reports the feasibility of using embedded Fabry–Pérot fiber optic sensors to detect and ...
The idea behind Structural Health Monitoring (SHM) is the identification of early structural malfunc...
This study investigates the feasibility of distributed fiber optic sensor for corrosion monitoring o...
After years in service, many concrete structures are showing severe deterioration. To ensure safety ...
This document reports the development of a distributed optical fibre crack sensor. This sensor can b...
This document reports the development of a distributed optical fibre crack sensor. This sensor can b...
When using distributed optical fiber sensors (DOFS) on reinforced concrete structures, a compromise ...
The condition of a concrete structure can be effectively assessed through the monitoring of cracks. ...
When using distributed optical fiber sensors (DOFS) on reinforced concrete structures, a compromise ...
This paper reports the feasibility of using embedded Fabry–Pé rot fiber optic sensors to detect and ...
This paper outlines the principal results of laboratory and field testing in concrete structures to ...