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    Incubation Time and Cavitation Erosion Rate of Work-Hardening Materials

    Source: Journal of Fluids Engineering:;2009:;volume( 131 ):;issue: 002::page 21303
    Author:
    Jean-Pierre Franc
    DOI: 10.1115/1.3063646
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A phenomenological analysis of the cavitation erosion process of ductile materials is proposed. On the material side, the main parameters are the thickness of the hardened layer together with the conventional yield strength and ultimate strength. On the fluid side, the erosive potential of the cavitating flow is described in a simplified way using three integral parameters: rate, mean amplitude, and mean size of hydrodynamic impact loads. Explicit equations are derived for the computation of the incubation time and the steady-state erosion rate. They point out two characteristic scales. The time scale, which is relevant to the erosion phenomenon, is the covering time—the time necessary for the impacts to cover the material surface—whereas the pertinent length scale for ductile materials is the thickness of the hardened layer. The incubation time is proportional to the covering time with a multiplicative factor, which strongly depends on flow aggressiveness in terms of the mean amplitude of impact loads. As for the erosion rate under steady-state conditions, it is scaled by the ratio of the thickness of hardened layers to the covering time with an additional dependence on flow aggressiveness, too. The approach is supported by erosion tests conducted in a cavitation tunnel at a velocity of 65 m/s on stainless steel 316 L. Flow aggressiveness is inferred from pitting tests. The same model of material response that was used for mass loss prediction is applied to derive the original hydrodynamic impact loads due to bubble collapses from the geometric features of the pits. Long duration tests are performed in order to determine experimentally the incubation time and the mean depth of penetration rate and to validate the theoretical approach.
    keyword(s): Flow (Dynamics) , Stress , Cavitation erosion , Erosion , Work hardening , Cavitation , Steady state , Stainless steel , Bubbles , Tensile strength , Collapse , Thickness , Equations AND Surfaces (Materials) ,
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      Incubation Time and Cavitation Erosion Rate of Work-Hardening Materials

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    http://yetl.yabesh.ir/yetl1/handle/yetl/140788
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    contributor authorJean-Pierre Franc
    date accessioned2017-05-09T00:33:18Z
    date available2017-05-09T00:33:18Z
    date copyrightFebruary, 2009
    date issued2009
    identifier issn0098-2202
    identifier otherJFEGA4-27358#021303_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/140788
    description abstractA phenomenological analysis of the cavitation erosion process of ductile materials is proposed. On the material side, the main parameters are the thickness of the hardened layer together with the conventional yield strength and ultimate strength. On the fluid side, the erosive potential of the cavitating flow is described in a simplified way using three integral parameters: rate, mean amplitude, and mean size of hydrodynamic impact loads. Explicit equations are derived for the computation of the incubation time and the steady-state erosion rate. They point out two characteristic scales. The time scale, which is relevant to the erosion phenomenon, is the covering time—the time necessary for the impacts to cover the material surface—whereas the pertinent length scale for ductile materials is the thickness of the hardened layer. The incubation time is proportional to the covering time with a multiplicative factor, which strongly depends on flow aggressiveness in terms of the mean amplitude of impact loads. As for the erosion rate under steady-state conditions, it is scaled by the ratio of the thickness of hardened layers to the covering time with an additional dependence on flow aggressiveness, too. The approach is supported by erosion tests conducted in a cavitation tunnel at a velocity of 65 m/s on stainless steel 316 L. Flow aggressiveness is inferred from pitting tests. The same model of material response that was used for mass loss prediction is applied to derive the original hydrodynamic impact loads due to bubble collapses from the geometric features of the pits. Long duration tests are performed in order to determine experimentally the incubation time and the mean depth of penetration rate and to validate the theoretical approach.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleIncubation Time and Cavitation Erosion Rate of Work-Hardening Materials
    typeJournal Paper
    journal volume131
    journal issue2
    journal titleJournal of Fluids Engineering
    identifier doi10.1115/1.3063646
    journal fristpage21303
    identifier eissn1528-901X
    keywordsFlow (Dynamics)
    keywordsStress
    keywordsCavitation erosion
    keywordsErosion
    keywordsWork hardening
    keywordsCavitation
    keywordsSteady state
    keywordsStainless steel
    keywordsBubbles
    keywordsTensile strength
    keywordsCollapse
    keywordsThickness
    keywordsEquations AND Surfaces (Materials)
    treeJournal of Fluids Engineering:;2009:;volume( 131 ):;issue: 002
    contenttypeFulltext
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