Spatial variability assessment of structures from adaptive NDT measurements

被引:7
作者
Oumouni, Mestapha [1 ]
Schoefs, Franck [1 ]
机构
[1] Univ Nantes, Univ Bretagne Loire, Res Inst Civil & Mech Engn GeM, UMR CNRS 6183, 2 Rue Houssinire,BP 92208, F-44322 Nantes, France
关键词
Non-destructive testing; Spatial variability; Correlation length; Gaussian random field; Maximum likelihood estimate; Confidence region; TIME-DEPENDENT RELIABILITY; CORROSION DAMAGE; CONCRETE; COVARIANCE; FRAMEWORK; EXTENT;
D O I
10.1016/j.strusafe.2020.102052
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Inspection by non-destructive testing (NDT) techniques is an effective way for assessing structures' condition state, their pathologies and locating potential critical areas. However, establishing accurate diagnoses requires numerous measurements while available budget is limited. Nevertheless, determining the spatial variability of the material properties leads fewer of the required measurements, as it characterizes zones with almost identical properties and helps identify weak areas. But assessing this spatial variability still requires numerous measurements. It should be limited by a rational criterion that could be expressed in terms of accuracy and cost minimization. In the present work, we develop an adaptive approach to characterize spatial variability of structures' material properties modelled by transformed Gaussian random fields. The methodology is performed in two steps. Firstly, the correlation length of the Gaussian random field is computed for a given accuracy. Secondly, the number of measurements is refined to estimate the first two moments of the random field with a given accuracy too. These two steps result in a minimization of the number of measurements (i.e the cost) for a target accuracy. The proposed methodology and theoretical results are illustrated using synthetic and real data.
引用
收藏
页数:13
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