Relationship of Time-Dependent Parameters from Destructive and Non-Destructive Tests of Structural Concrete
نویسندگان
چکیده
Reinforced concrete structures are typically exposed to a combination of aggressive substances and mechanical stresses, which contribute fast degradation. The present research was conducted evaluate five time-dependent parameters from several different tests, namely compressive strength, static modulus, dynamic surface, bulk electrical resistance. Some were obtained using destructive testing (DT) some non-destructive (NDT). Due the correlation calculation regression curves, it possible compare important for estimating durability reinforced in relation degradation corrosion. Concrete C40/50 grade examined time periods, parameter relationships analysed. At same time, statistical evaluation carried out, therefore study contains average values standard deviations all measured parameters. results show that strength resistivity surface have high correlation. In contrast, modulus low linear correlation, but apply quadratic curve with degree fit. For comparison elastic resistance, quality model sufficient. that, structural concrete, presented NDT methods can be used estimate other DT methods.
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ژورنال
عنوان ژورنال: Mathematics
سال: 2022
ISSN: ['2227-7390']
DOI: https://doi.org/10.3390/math10030460