PSI - Issue 64
Yago Cruz et al. / Procedia Structural Integrity 64 (2024) 732–739 Yago Cruz / Structural Integrity Procedia 00 (2019) 000 – 000
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defect or the affected area. In the same way, the positioning of the grids of the ultrasonic and sclerometer test points is indicated so that these same locations can be used in subsequent experimental campaigns. Different properties are assigned to these representations: nomenclature, rebound index, propagation velocity, data acquisition sheet, photographs, point cloud, etc.
Fig. 6. Example of a card showing steel bars without concrete cover.
In the BIM model, in addition to represent the anomalies that the structure has, the reinforcements that compose it are introduced. This representation follows the layout of the steel bars and diameters of the bars that were detected with the pachometer. If the BIM model is exported to a calculation software, the reinforcement is included in the geometry, which facilitates the subsequent simulation of the calculations.
Fig. 7. Images of the BIM model with some defect areas delimited.
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