2018
DOI: 10.2478/ace-2018-0069
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Application of a Sclerometer to the Preliminary Assessment of Concrete Quality in Structures After Fire

Abstract: The paper presents a description and results of a study focused on the applicability of the sclerometric method to the preliminary assessment of concrete quality in structures after fire. Due to the high thermal inertia, concrete has non-uniform properties in the heated element cross-section. The greatest reduction of concrete compressive strength occurs on the heated surface. When assessing a structure after a fire, it is particularly important to determine the thickness of the damaged external concrete layer… Show more

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Cited by 14 publications
(6 citation statements)
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“…In addition, the following material tests were carried out to fully diagnose the foundation and obtain the material properties required for the numerical analysis: destructive tests of cores cut from the structure in order to assess the compressive strength of concrete; investigations concerning the homogeneity of strength characteristics, and the estimation of the concrete’s strength grade on the basis of sclerometer tests [ 17 , 18 ]; measurements of the extent and intensity of the carbonation process of the subsurface concrete layer conducted on the cut cores using the rainbow test [ 19 , 20 ]; localisation of the concrete’s reinforcement and the determination of its arrangement, its diameters, and the thickness of the concrete’s cover using a non-destructive electromagnetic method [ 21 ], followed by the comparison of the obtained results with archival documentation. Figure 2 shows a general flow chart of the analysis performed.…”
Section: Methodsmentioning
confidence: 99%
“…In addition, the following material tests were carried out to fully diagnose the foundation and obtain the material properties required for the numerical analysis: destructive tests of cores cut from the structure in order to assess the compressive strength of concrete; investigations concerning the homogeneity of strength characteristics, and the estimation of the concrete’s strength grade on the basis of sclerometer tests [ 17 , 18 ]; measurements of the extent and intensity of the carbonation process of the subsurface concrete layer conducted on the cut cores using the rainbow test [ 19 , 20 ]; localisation of the concrete’s reinforcement and the determination of its arrangement, its diameters, and the thickness of the concrete’s cover using a non-destructive electromagnetic method [ 21 ], followed by the comparison of the obtained results with archival documentation. Figure 2 shows a general flow chart of the analysis performed.…”
Section: Methodsmentioning
confidence: 99%
“…The most commonly used NDT methods and techniques [12] are optical NDT [13], ultrasonic NDT [14], acoustic emission testing [15], radiographic NDT [16][17][18], eddycurrent testing [19], electromagnetic NDT [20], laser systems [21], sclerometric [22] and thermographic [23] methods for evaluating the durability of concrete structures by contact and non-contact. Figure 3 shows the main NDT techniques for concrete structures.…”
Section: Ndt Methodsmentioning
confidence: 99%
“…The most commonly used NDT methods and techniques [10] are optical NDT [11], ultrasonic NDT [12], acoustic emission testing [13], radiographic NDT [14,15,16], eddycurrent testing [17], electromagnetic NDT [18], laser systems [19], sclerometric [20] and thermographic [21] methods for evaluating the durability of concrete structures by contact and non-contact. Figure3 shows the main NDT techniques for concrete structures.…”
Section: Ndt Methodsmentioning
confidence: 99%