Stress Drop and Stress Redistribution in Concrete Quantified Over Time by the b-value Analysis

By J. Kurz, F. Finck, Christian Ulrich Grosse, H. Reinhardt. 2006

168 citations recorded by the source corpus.

Subfields: Geophysics, Mechanics of Materials, Ocean Engineering

View Paper: https://www.semanticscholar.org/paper/fe660038c9bb1c36d5d672bcec3c97cd6fb30144

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In Geophysics

In Mechanics of Materials

In Ocean Engineering

Citations in the corpus

Influence of damage in the acoustic emission parameters (2013, background): “The number of recorded signals during loading is connected to the number of active sources within the material [2,3].”
Classification of cracking mode in concrete by acoustic emission parameters (2011, background): “…of these waveforms includes the location of the source crack (by comparing the arrival time to different sensors), the density of cracks, as well as the severity of the materials condition (Kurz et al., 2006; Aggelis et al., 2010a; Carpinteri et al., 2010; Matikas, 2008; Zhou et al., 2010).”
Experimental Study on Damage and Fracture Characteristics of Beishan Granite Subjected to High-temperature Treatment with DIC and AE Techniques (2020, background): “…voltage peak in the AE signal waveform and is given in dB or V. Generally, a large number of small-amplitude acoustic signals are emitted from a microscale fracture, while macroscale fractures generate fewer events of larger amplitude (Kurz 2006; Aggelis 2011; Nejati and Ghazvinian 2013).”
A probabilistic approach for damage identification and crack mode classification in reinforced concrete structures (2013, background): “…et al., 2012a; Ohtsu, 2010; Salamone et al., 2011, 2012; Vanniamparambil et al., 2012), including b-value analysis (Farhidzadeh et al., 2012b, 2013; Kurz et al., 2006; Shiotani et al., 2001), source localization (DehghanNiri et al., 2013; Grosse et al., 1997), and AE energy (Benavent-Climent et…”
Acoustic emission characterization of the fracture process in fibre reinforced concrete (2011, background): “05 is generally considered the threshold below which severe damage is indicated [18–21].”