Abstract
In this article a new estimation framework is put forward for the well-known theta projection technique which enables, for the first time, levels of confidence to be associated with the creep property predictions made using this technique. The predictions made from the resulting model are in the form of distributions, which is a substantial advance on existing life assessment methodologies used in high-temperature applications such as the disks and blades used in aero engines. This additional information should prove invaluable for questions related to the issues of possible life extension. When applied to data on Ti.6.2.4.6, accurate interpolations and extrapolations could be made of the actual distribution of the minimum creep rate, which in combination with the Monkman–Grant relation, also enabled accurate predictions to be made for the time to failure. For example, when extrapolating to a stress of 480 MPa, the time to failure was predicted to follow a non-normal distribution with a median time of 3450 h and a 95% confidence interval of 3250–3800 h. The single experimental data point available at this stress was consistent with such an extrapolation.
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References
Larson FR, Miller J (1952) Trans ASME 174(5)
Evans RW, Wilshire B (1999) Introduction to creep, Appendix A. The Institute of Materials, Bournemouth
Evans RW, Wilshire B (1984) Creep of metals and alloys. The Institute of Metals, London
Evans RW, Willis MR, Wilshire B, Holdsworth S, Senior B, Fleming A, Spindler M, Williams JA (1993) In: Proceedings of the 5th international conference on creep and fracture of engineering materials and structures, University College Swansea, Swansea, p 633
Brown SGR, Evans RW, Wilshire B (1986) Mater Sci Eng 84(1–2):147
Evans RW, Hull RJ (1996) J Mater Proc Technol 56(1–4):492
Evans M (2001) J Mater Sci 36:2875. doi:10.1023/A:1017946218860
Evans RW (2001) Mater Sci Technol 17(5):487
Evans RW (2000) Mater Sci Technol 16(1):6
Evans RW (1989) Mater Sci Technol 5(7):699
Penny RK, Marriott DL (1995) Design for creep. Chapman & Hall, London
Evans M, Ward AR (2000) Mater Sci Technol 16(10):1149
Yokoi S (ed) National Institute for Materials Science, various creep data sheets, Tokyo
ECCC Recommendations. In: Bullough CK, Merckling G (eds) Data exchange and collation, vol 4, Holdsworth
Goldstein H (2003) Multilevel statistical models, 3rd edition, appendix to chapter 2. Wiley, London
Laird NM, Ware JH (1982) Biometrics 38:963
Lindstrom MJ, Bates DM (1988) J Am Stat Assoc 83:1014
Maddala GS, Li H, Trost RP, Joutz F (1997) J Bus Econ Stat 15:90
Hougaard PP (2000) Analysis of multivariate survival data. Springer-Verlag, New York
Lawless JF (1982) Statistical models and methods for lifetime data, Chapter 1. Wiley, New York
Abramowitz M, Stegun IA (eds) Handbook of mathematical functions. Dover, New York
Monkman FC, Grant NJ (1963) In: Mullendore AW, Grant NJ (eds) Deformation and fracture at elevated temperature. MIT Press, Boston
Bourgeois M, Feaugas X, De Mestral F, Chauveau T, Cla M (1995) In: Proceedings of the 8th world conference on titanium, International Convention Centre, Birmingham
Bourgeois MM, Feaugas X, De Mestral F, Chauveau T, Cla M (1996) Rev Metall Cshiers Inf Tech 93(12):1521
Bartlett MS, Kendall DG (1946) J R Stat Soc
Prentice SRL (1975) Biometrika 61:539
Greene WH (2008) Econometric analysis, 6th edn. New Jersey, Prentice Hall
Box GEP, Muller ME (1958) Annal Math Stat 29:610
Microsoft Excel: Microsoft Office (2007)
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Appendix
Appendix
The modified theta projection method takes the form given by Eq. 6a.
with ρ fixed at unity and with the \({\user1{AF}}_{h}\) defined by Eq. 6b. The probability density function for the change in consecutive strain measurements made on specimen i is given by
where u * ij is defined by Eq. (7). This type of distribution was first put forward by Bartlett and Kendall [25] and re parameterised by Prentice [26] to improve stability in estimation. Given ρ = 1, the log likelihood for the n i values of \( f\left( {\varepsilon_{ij} - \rho \varepsilon_{ij - 1} } \right) \) made on specimen i, conditional on Θ1i –Θ4i and γ1 to γ4 is then given by
The log likelihood for all i units is then
where there are m test specimens. In principle this log likelihood could be maximised with respect to Θ1i –Θ4i , γ1 to γ4, and η i . However, there are two problems with this approach. First, the variance–covariance matrix Σ and the mean matrix μ are absent from this log likelihood and so cannot be estimated in this way. This problem can be overcome by specifying the random nature of Θ1i to Θ4i and η i
where μΘ1 is the average of all the Θ1i values through to μΘ4 which is the average of all the Θ4i values and μη is the average of all the η i values . Further, z1i to z5i are assumed to follow a joint normal distribution with a mean vector of zero and variance–covariance matrix given by Σ, with the restriction that the Θ h and η are independent of each other. Further, z 1i to z 5i can calculated from standard normal variates in the following way
where w 1i to w 5i are standard normal variates, i.e., variables that follow independent normal distributions with means of zero and variances of 1. Further, these new delta values are related to the variance–covariance matrix Σ as follows
The superscript T in Eq. 13 stands for transpose so that Λ is a Cholesky decomposition of Σ.
The basic steps involved in maximising this resulting log likelihood have been summarised by Greene [27] as follows:
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1.
Obtain at random 5 draws from the standard normal distribution using the well known Box-Muller [28] method. These values then quantify w 1i to w 5i in Eq. 12, for i = 1.
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2.
Repeat steps one above m times to obtain values for w 12 to w 52 through to w 1m to w 5m .
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3.
Choose, at random, starting values for all the parameters in Λ of Eq. 13.
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4.
Insert the values obtained in steps 2 to and 3 into Eq. 12 to obtain values for z 1i to z 5i for i = 1 to m.
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5.
Choose, at random, starting values μΘ1 to μΘ4, μη and all the γ parameters in Eq. 6b. Insert these, together with the z 1i to z 5i values obtained in step 4 above into Eq. 11 to obtain values for Θ1i to Θ4i and η i (for i = 1, m).
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6.
Insert the values obtained for Θ1i to Θ4i , η i and γ1 to γ4 from step 5 above into Eq. 7 to calculate values for u * ij (using ρ = 1). Then insert all these u * ij values into Eq. 10 to obtain a numeric value for the log likelihood given a value for λ.
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7.
Then run a standard numerical optimisation procedure to maximise ln(L) with respect to μΘ1 to μΘ4, μη, γ1 to γ4 and the parameters in Λ. (Λ can then be converted to Σ using Eq. 13).
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8.
Finally, steps 1–7 are then repeated R times yielding R values for μΘ1 to μΘ4, μη, γ1 to γ4 and the parameters in Λ. The average of these R values can be taken as the simulated maximum likelihood estimates for these parameters, and the standard deviation in these R values as an estimate of their standard error. The maximised log likelihood is then given by the average of the R maximised log likelihood values, \( \ln (\overline{L} ) \)
This estimation procedure can be repeated using different values for λ, and the value for λ that maximises \( \ln (\overline{L} ) \) is chosen as the correct value for λ. This is quite a straightforward procedure in practice because obtaining random draws from a standard normal distribution is easily implemented within popular and commercially available software packages such as Microsoft Excel [29]. In this package the Normsinv (Rand()) function is used to obtain a value at random from this distribution.
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Evans, M. A new statistical framework for the determination of safe creep life using the theta projection technique. J Mater Sci 47, 2770–2781 (2012). https://doi.org/10.1007/s10853-011-6106-3
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DOI: https://doi.org/10.1007/s10853-011-6106-3