2021
DOI: 10.1016/j.engstruct.2021.112778
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Interfacial imperfection detection for steel-concrete composite structures using NDT techniques: A state-of-the-art review

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Cited by 51 publications
(22 citation statements)
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“…However, one of the main concerning shortages in the above-mentioned numerical analysis on stress wave travel in CFST members is that the concrete core was considered as a homogeneous material with uniform material parameters. Considering the fact that concrete is a typical heterogeneous material, composed of mortar, coarse and fine aggregates and an interfacial transition zone (ITZ) between aggregates and the mortar, etc., it has been a common concern if the mesoscale heterogeneity and randomness of aggregate distribution in the concrete core dominantly affect stress wave travel within CFSTs and PZT sensor responses at different measurement distances when compared with interface debond defects in CFSTs [30]. With the help of the random aggregate method (RAM) for modeling mesoscale concrete materials, Xu et al [31] numerically investigated the influence of the mesoscale concrete core in RCFSTs on stress wave fields and the response of a PZT sensor with a certain measurement distance and compared the influence of both an interface debond defect and the mesoscale heterogeneity and randomness of the concrete core on stress wave measurement.…”
Section: State Of the Artmentioning
confidence: 99%
“…However, one of the main concerning shortages in the above-mentioned numerical analysis on stress wave travel in CFST members is that the concrete core was considered as a homogeneous material with uniform material parameters. Considering the fact that concrete is a typical heterogeneous material, composed of mortar, coarse and fine aggregates and an interfacial transition zone (ITZ) between aggregates and the mortar, etc., it has been a common concern if the mesoscale heterogeneity and randomness of aggregate distribution in the concrete core dominantly affect stress wave travel within CFSTs and PZT sensor responses at different measurement distances when compared with interface debond defects in CFSTs [30]. With the help of the random aggregate method (RAM) for modeling mesoscale concrete materials, Xu et al [31] numerically investigated the influence of the mesoscale concrete core in RCFSTs on stress wave fields and the response of a PZT sensor with a certain measurement distance and compared the influence of both an interface debond defect and the mesoscale heterogeneity and randomness of the concrete core on stress wave measurement.…”
Section: State Of the Artmentioning
confidence: 99%
“…As we can see, non-destructive testing technology (NDT) is a testing process that characterizes materials and evaluates defects without damaging the object. NDT has been widely used in internal and external structural component defect testing due to its high testing sensitivity and efficiency [57].…”
Section: Key Technologies Of Quality Testingmentioning
confidence: 99%
“…This is because the interface debonding defect weakens the confinement effect of the steel tube on the concrete core and finally leads to a negative effect on the load-carrying capacity, the stiffness and the ductility of CFST members. Therefore, it is particularly critical to develop effective interface debonding defect detection approaches for CFSTs [ 1 ].…”
Section: Introductionmentioning
confidence: 99%