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40 | 40 | S = Z1/R^3 - 4*LAM/Re8*Rdot/R - 6*LAM*intfnu*iDRe; |
41 | 41 | % elastic shift Ze |
42 | 42 | Ze = -0.5*(R^3/Ca)*(5 - Rst^4 - 4*Rst); |
43 | | - % simplified ZdotNH equation |
44 | | - ZdotSqNH = -1.5*(R^2*Rdot/Ca)*(5 - Rst^4 - 4*Rst) ... |
45 | | - -2*(R^3*Rdot/Ca)*(Rst^4/R + Rst); |
46 | 43 | % stress auxiliary variable integral derivative |
47 | | - Z1dot = -(Z1 - Ze)/De + ZdotSqNH + (3*Rdot/R)*(Z1 - Ze) ... |
48 | | - +4*(LAM - 1)/(Re8*De)*R^2*Rdot; |
| 44 | + Z1dot = -(Z1 - Ze)/De + 4*(LAM - 1)/(Re8*De)*R^2*Rdot; |
49 | 45 | % stress integral derivative |
50 | 46 | Sdot = Z1dot/R^3 - 3*Rdot/R^4*Z1 + 4*LAM/Re8*(Rdot/R)^2; |
51 | 47 |
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59 | 55 | Ze = R^3 * (strainhard * (5 - Rst^4 - 4*Rst) + ... |
60 | 56 | (2 * alphax / Ca) * (0.675 + 0.125 * Rst^8 + ... |
61 | 57 | 0.2 * Rst^5 + Rst^2 - 2 / Rst)); |
62 | | - % simplified ZdotSqNH equation with decimal fractions |
63 | | - ZdotSqNH = (3 * R^2 * Rdot * Ze / R^3) + ... |
64 | | - R^3 * (strainhard * ((4 * Rst^4 * Rdot / R) + (4 * Rst * Rdot)) - ... |
65 | | - (2 * alphax / Ca) * ((2 * Rdot / (Rst * R)) + (Rst^8 * Rdot / R) + ... |
66 | | - (Rst^5 * Rdot / R) + (Rst^2 * Rdot / R))); |
67 | 58 | % stress auxiliary derivative |
68 | | - Z1dot = -(Z1-Ze)/De + ZdotSqNH + (3*Rdot/R)*(Z1-Ze) + ... |
69 | | - 4*(LAM-1)/(Re8*De)*R^2*Rdot ; |
| 59 | + Z1dot = -(Z1-Ze)/De + 4*(LAM-1)/(Re8*De)*R^2*Rdot ; |
70 | 60 | % stress integral derivative |
71 | 61 | Sdot = Z1dot/R^3 - 3*Rdot/R^4*Z1 + 4*LAM/Re8*Rdot^2/R^2; |
72 | 62 |
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