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Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
Crack formation and progression in bridges and concrete structures, which can happen due to varying rates and amounts of drying, shrinkage, loading, creep, and other thermophysical effects.
Temperature
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Monitoring temperature during setting and curing of concrete mix.
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Thermal cracking due to uneven thermal distribution.
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Hydration process during curing
Moisture
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Detecting the presence of water or vapors present in cracks which can cause accelerated corrosion and carbonation.
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Structural integrity due to volumetric changes during freeze–thaw cycles