2018
DOI: 10.1016/j.conbuildmat.2018.01.103
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Crack monitoring in historical masonry with distributed strain and acoustic emission sensing techniques

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Cited by 68 publications
(38 citation statements)
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“…Carpinteri et al [214] examined historic masonry structures and identified internal crack distribution with AE source location methods. More recent reviews of AE studies of masonry structures were given by De Santis et al [215] and Verstrynge et al [216], again demonstrating the values of AE technology.…”
Section: Discussionmentioning
confidence: 99%
“…Carpinteri et al [214] examined historic masonry structures and identified internal crack distribution with AE source location methods. More recent reviews of AE studies of masonry structures were given by De Santis et al [215] and Verstrynge et al [216], again demonstrating the values of AE technology.…”
Section: Discussionmentioning
confidence: 99%
“…In order to improve the responsivity of FBGs at very low-pressure levels, Moccia et al used a ring-shaped polymer's coating and demonstrated a microphone with a minimum detectable acoustic signal of about 10 mPa Hz −1 [17]. The excellent multiplexing capability of the FBG based microphones has been effectively utilized for condition monitoring of marine lifting surfaces and also for crack monitoring in historical masonry [18,19]. However, the requirement of temperature compensation techniques and the sophisticated fabrication process increases the complexity of the sensor and its cost as well.…”
Section: Introductionmentioning
confidence: 99%
“…There exist different approaches depending on the desired outcomes. Linear variable displacement transducers (LVDTs) are usually employed in masonry structures for the monitoring of crack amplitudes and their evolution in time . Flat‐jacks offer a moderately destructive test to assess the local vertical stress and elastic modulus of masonry .…”
Section: Introduction and Research Aimmentioning
confidence: 99%
“…Linear variable displacement transducers (LVDTs) are usually employed in masonry structures for the monitoring of crack amplitudes and their evolution in time. 13 Flat-jacks offer a moderately destructive test to assess the local vertical stress and elastic modulus of masonry. 14 Concerning contactless sensing technologies, Lubowiecka et al 15 used laser scanning to accurately reconstruct the geometry of a medieval masonry bridge, as well as ground-penetrating radar (GPR) to investigate its internal structure.…”
Section: Introduction and Research Aimmentioning
confidence: 99%