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2013 | OriginalPaper | Buchkapitel

Evaluation of Rebound Hammer Test as a Combined Procedure Used with Drill Core Testing for Evaluation of Existing Structures

verfasst von : S. Yeşilmen

Erschienen in: Nondestructive Testing of Materials and Structures

Verlag: Springer Netherlands

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Abstract

Rebound hammer is a non-destructive test method often used to assess the surface hardness of engineering materials. The method is used as a part of the procedure applied to evaluate existing structures. The concrete core tests are usually combined with rebound hammer tests to decrease costs and damage to the structure. Various studies attempted to establish a reliable relationship between the concrete strength and the rebound coefficient. Proposed formulas and correlation coefficients stayed reliable for narrow limits on factors like concrete age, composition, moisture content, etc. Despite the high uncertainty of the raw data the methodology remains in use. This paper presents the evaluation of rebound hammer and drill core test data from 256 different buildings in Antalya, Turkey. With uncontrolled parameters like environmental factors, age, compressive strength of concrete, the rebound hammer test results showed very little correlation with concrete core test results even for the statistically large data set.

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Literatur
[1]
Zurück zum Zitat ACI Committee 437 (2003), 437R-03: Strength Evaluation of Existing Concrete Buildings, American Concrete Institute, Detroit, MI. ACI Committee 437 (2003), 437R-03: Strength Evaluation of Existing Concrete Buildings, American Concrete Institute, Detroit, MI.
[2]
Zurück zum Zitat British Standards Institution (2007), BS EN 13791:2007 Assessment of in-situ compressive strength in structures and precast concrete components. London, U.K. British Standards Institution (2007), BS EN 13791:2007 Assessment of in-situ compressive strength in structures and precast concrete components. London, U.K.
[3]
Zurück zum Zitat ACI Committee 228 (2003), 228.1R-03: In-Place Methods to Estimate Concrete Strength, American Concrete Institute, Detroit, MI. ACI Committee 228 (2003), 228.1R-03: In-Place Methods to Estimate Concrete Strength, American Concrete Institute, Detroit, MI.
[4]
Zurück zum Zitat Leshchinsky, A. M., Yu, M. and Goncharova, A. S. (1990), Mag. Concrete Res., vol. 42, n. 153, p. 245–248.CrossRef Leshchinsky, A. M., Yu, M. and Goncharova, A. S. (1990), Mag. Concrete Res., vol. 42, n. 153, p. 245–248.CrossRef
[5]
Zurück zum Zitat Indelicato, F. (1999), Mater. Struct., vol. 32, n. 219, p. 394–399.CrossRef Indelicato, F. (1999), Mater. Struct., vol. 32, n. 219, p. 394–399.CrossRef
[6]
Zurück zum Zitat British Standards Institution (2009), BS EN 12504-1:2009 Testing concrete in structures - Part 1: Cored specimens - Taking, examining and testing in compression. London, U.K. British Standards Institution (2009), BS EN 12504-1:2009 Testing concrete in structures - Part 1: Cored specimens - Taking, examining and testing in compression. London, U.K.
[7]
Zurück zum Zitat British Standards Institution (2001), BS EN 12504-2:2001 Testing concrete in structures - Part 2: Non-destructive testing - Determination of rebound number. London, U.K. British Standards Institution (2001), BS EN 12504-2:2001 Testing concrete in structures - Part 2: Non-destructive testing - Determination of rebound number. London, U.K.
Metadaten
Titel
Evaluation of Rebound Hammer Test as a Combined Procedure Used with Drill Core Testing for Evaluation of Existing Structures
verfasst von
S. Yeşilmen
Copyright-Jahr
2013
Verlag
Springer Netherlands
DOI
https://doi.org/10.1007/978-94-007-0723-8_49