2015
DOI: 10.1016/j.wear.2015.06.009
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Numerical modelling and prediction of cavitation erosion

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Cited by 89 publications
(42 citation statements)
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“…To determine the erosion intensity from such an impact, Peters et al [34] proposed a dimensionless intensity coefficient c intensity , which relates the local jet velocity u jet to the critical velocity u crit , as well as the water hammer pressure p hammer to the pressure needed to reach the limit, before which deformation starts to occur. It is defined as follows:…”
Section: Erosion Model 2 This Model By Dular and Coutier-mentioning
confidence: 99%
“…To determine the erosion intensity from such an impact, Peters et al [34] proposed a dimensionless intensity coefficient c intensity , which relates the local jet velocity u jet to the critical velocity u crit , as well as the water hammer pressure p hammer to the pressure needed to reach the limit, before which deformation starts to occur. It is defined as follows:…”
Section: Erosion Model 2 This Model By Dular and Coutier-mentioning
confidence: 99%
“…The computational domain and boundary conditions indicated in figure 2 were based on the experimental studies carried out by Franc [12], and the numerical studies carried out by Koukouvinis et al [14]. Structured mesh with a mean y + equal to 1.3 and 4.7 x 10 5 cells was used for the numerical simulation, which is in accordance with previous research [11,15]. Furthermore, the mesh was refined close to the bending part, walls and the possible erosion target.…”
Section: Computational Domain and Boundary Conditionsmentioning
confidence: 74%
“…Nannan et al (2013) reviewed the role of sound speed in the fundamental derivative of gas dynamics, and Nichita et al (2010) reviewed the calculation of sound velocity in two-phase fluids. In engineering, the low sound speeds of two-phase flows have been cited as affecting cavitation erosion (Peters et al 2015), the properties of destructive fluid hammers (Porca et al 2014), ultrasonic monitoring of the setting of concrete (Desmet et al 2011), and flow rates during gas-well blowouts (Liu et al 2015). The variability of seismic signals caused by heterogeneity in wet geothermal ground observed in Yellowstone (Kieffer 1984b) has been cited as an analog for variable seismicity in subaqueous hydrothermal settings (Pontbriand & Sohn 2014).…”
Section: Related Resourcesmentioning
confidence: 99%