1998
DOI: 10.2172/595663
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The characterization of Vicker`s microhardness indentations and pile-up profiles as a strain-hardening microprobe

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“…Top two curves represent impact with bigger rock (M = 0.175 kg) and bottom two curves present impact with smaller rock (M = 0.105 kg). It was shown by numerous experiments and simulations that the ratio of height-to-width of the pile-up area, h p /L p , is an exponential function of strain hardening exponent, n, [20]. From this source the width of the pile-up, L p , can be estimated as L p = 83h p for Steel_1 and L p = 50h p for Steel_2.…”
Section: Definition Of Pile-up Profilementioning
confidence: 99%
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“…Top two curves represent impact with bigger rock (M = 0.175 kg) and bottom two curves present impact with smaller rock (M = 0.105 kg). It was shown by numerous experiments and simulations that the ratio of height-to-width of the pile-up area, h p /L p , is an exponential function of strain hardening exponent, n, [20]. From this source the width of the pile-up, L p , can be estimated as L p = 83h p for Steel_1 and L p = 50h p for Steel_2.…”
Section: Definition Of Pile-up Profilementioning
confidence: 99%
“…The predictions made using Equation (20) for friction f = 0.9 are presented graphically in Figure 8 for two chosen steels at three different locations of impact with the rock.…”
Section: Calculation Of Scratch Length Lmentioning
confidence: 99%
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