CK
Coen Kortendijk
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1
The concrete slab bridge on Balladelaan in the Netherlands was built in 1946. It is a cast-in-place concrete bridge with five spans that together form a statically indeterminate deck system. For this type of concrete bridge, shear failure often appears to be the critical failure mechanism, raising concerns about the structural capacity and remaining service life of the bridge. Additionally, the bridge has undergone several undocumented modifications over its lifetime, making it difficult to accurately assess its safety. To monitor this bridge and predict its structural capacity, 22 ultrasonic sensors, known as Smart Aggregates (SAs), and 16 temperature sensors were embedded in the bridge by drilling holes to track changes such as crack development, stress variations, and temperature fluctuations. This paper presents the initial phase measurements from the SAs and temperature sensors in the monitoring project. The main goals of this phase are (1) to ensure that the installed sensors function properly and (2) to establish a preliminary correlation between the measurements from the SAs and the temperature sensors.
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The concrete slab bridge on Balladelaan in the Netherlands was built in 1946. It is a cast-in-place concrete bridge with five spans that together form a statically indeterminate deck system. For this type of concrete bridge, shear failure often appears to be the critical failure mechanism, raising concerns about the structural capacity and remaining service life of the bridge. Additionally, the bridge has undergone several undocumented modifications over its lifetime, making it difficult to accurately assess its safety. To monitor this bridge and predict its structural capacity, 22 ultrasonic sensors, known as Smart Aggregates (SAs), and 16 temperature sensors were embedded in the bridge by drilling holes to track changes such as crack development, stress variations, and temperature fluctuations. This paper presents the initial phase measurements from the SAs and temperature sensors in the monitoring project. The main goals of this phase are (1) to ensure that the installed sensors function properly and (2) to establish a preliminary correlation between the measurements from the SAs and the temperature sensors.
Characterizing the effect of environmental variability on local vibrations
Experiences on the Haringvlietbrug
When employing vibration-based damage detection methods for monitoring the structural health of bridges, it is often possible to increase damage feature sensitivity by focusing on local as opposed to global vibrations. This heightened sensitivity, however, comes at a cost: by moving towards the higher frequency ranges and more local behavior, the effects of environmental variability become increasingly pronounced. In an attempt to characterize and quantify the effect of specifically temperature variations on the local vibrations, an extensive long-term monitoring campaign was performed on the Haringvlietbrug, a steel box-girder bridge in the Netherlands. Temperatures were measured on various components of the bridge, including the top and bottom of the asphalt layers. It was found that complex temperature gradients are formed especially in situations where the radiation from the sun strikes the bridge at oblique angles. More importantly, the temperature variations in the asphalt layers were found to strongly impact the natural vibration properties of the bridge in the targeted high-frequency ranges. The obtained results provide valuable indications as to the environmental parameters to monitor when designing vibration-based structural health monitoring systems for local damage detection in bridges.
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When employing vibration-based damage detection methods for monitoring the structural health of bridges, it is often possible to increase damage feature sensitivity by focusing on local as opposed to global vibrations. This heightened sensitivity, however, comes at a cost: by moving towards the higher frequency ranges and more local behavior, the effects of environmental variability become increasingly pronounced. In an attempt to characterize and quantify the effect of specifically temperature variations on the local vibrations, an extensive long-term monitoring campaign was performed on the Haringvlietbrug, a steel box-girder bridge in the Netherlands. Temperatures were measured on various components of the bridge, including the top and bottom of the asphalt layers. It was found that complex temperature gradients are formed especially in situations where the radiation from the sun strikes the bridge at oblique angles. More importantly, the temperature variations in the asphalt layers were found to strongly impact the natural vibration properties of the bridge in the targeted high-frequency ranges. The obtained results provide valuable indications as to the environmental parameters to monitor when designing vibration-based structural health monitoring systems for local damage detection in bridges.