2011
DOI: 10.1007/s10704-011-9621-y
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Crack localization in a double-punched concrete cuboid with time reverse modeling of acoustic emissions

Abstract: Time reverse modeling (TRM) is successfully applied to localize acoustic emissions (AE) obtained from a physical experiment (double punch test) on a 118 × 120 × 160 mm concrete cuboid. Previously, feasibility studies using numerical (Ricker wavelet) and experimental (pencil-lead break) excitations are performed to demonstrate the applicability of TRM to real AE waveforms. Numerical simulations are performed assuming an uncracked and heterogeneous concrete model. The localization results from the numerical and … Show more

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Cited by 19 publications
(5 citation statements)
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“…A common concrete mix (C30/37) with a maximum aggregate size of 16 mm was modeled using a custom Numerical Concrete Model (NCM) [29]. Since a contact problem of such heterogeneous material involves numerical instabilities and high computational cost, the three-dimensional NCM was homogenized to a Representative Volume Element (RVE).…”
Section: Numerical Simulation With Finite Element Methodsmentioning
confidence: 99%
See 1 more Smart Citation
“…A common concrete mix (C30/37) with a maximum aggregate size of 16 mm was modeled using a custom Numerical Concrete Model (NCM) [29]. Since a contact problem of such heterogeneous material involves numerical instabilities and high computational cost, the three-dimensional NCM was homogenized to a Representative Volume Element (RVE).…”
Section: Numerical Simulation With Finite Element Methodsmentioning
confidence: 99%
“…Since a contact problem of such heterogeneous material involves numerical instabilities and high computational cost, the three-dimensional NCM was homogenized to a Representative Volume Element (RVE). The material parameters of the RVE have been validated in prior investigations [28,29]. The plastic behavior of concrete was approximated by a continuum-based damage model, referred to as concrete damage plasticity (CDP).…”
Section: Numerical Simulation With Finite Element Methodsmentioning
confidence: 99%
“…The velocity model is, however, of main concern in this study. In all what follows, the p-wave velocity in air was assumed to be zero, the p-wave velocity in steel was assumed to be c p = 5900 m/s (value taken from [6]) and the p-wave velocity in concrete was determined experimentally. The location of the sensors and the source are known a priori.…”
Section: Localization Methodsmentioning
confidence: 99%
“…Various localization methods were established with applications ranging from seismology [2] through construction materials [3][4][5][6]. Further methods based on the elastic wave propagation take into account the entire information on the Green's function and allow for applications in medicine [7] or SHM/NDT of structural components [8,9]. A comprehensive overview of source localization methods can be found in [10].…”
Section: Introductionmentioning
confidence: 99%