Abstract
Uncertainty with characteristics of time-dependency, multi-sources and small-samples extensively exists in the whole process of structural design. Associated with frequent occurrences of material aging, load varying, damage accumulating, traditional reliability-based design optimization (RBDO) approaches by combination of the static assumption and the probability theory will be no longer applicable when dealing with the design problems for lifecycle structural models. In view of this, a new non-probabilistic time-dependent RBDO method under the mixture of time-invariant and time-variant uncertainties is investigated in this paper. Enlightened by the first-passage concept, the hybrid reliability index is firstly defined, and its solution implementation relies on the technologies of regulation and the interval mathematics. In order to guarantee the stability and efficiency of the optimization procedure, the improved ant colony algorithm (ACA) is then introduced. Moreover, by comparisons of the models of the safety factor-based design as well as the instantaneous RBDO design, the physical means of the proposed optimization policy are further discussed. Two numerical examples are eventually presented to demonstrate the validity and reasonability of the developed methodology.
Similar content being viewed by others
References
Aoues Y, Chateauneuf A (2010) Benchmark study of numerical methods for reliability-based design optimization. Struct Multidiscip Optim 41:277–294
Babykina G, Brînzei N, Aubry JF (2016) Modeling and simulation of a controlled steam generator in the context of dynamic reliability using a stochastic hybrid automaton. Reliab Eng Syst Saf 152:115–136
Ben-Haim Y (1994) Convex models of uncertainty: Applications and implications. Erkenntnis 41:139–156
Chun JH, Song JH, Paulino GH (2015) Structural topology optimization under constraints on instantaneous failure probability. Struct Multidiscip Optim 53:773–799
Ditlevsen OD, Madsen HO (1996) Structural reliability methods. John Wiley & Sons, Chichester
Du XP, Sudjianto A, Huang BQ (2005) Reliability-based design with the mixture of random and interval variables. J Mech Des 127:1068–1076
Elishakoff I, Haftka RT, Fang J (1994) Structural design under bounded uncertainty – Optimization with anti-optimization. Comput Struct 53:1401–1405
Frangopol DM, Corotis RB, Rackwitz R (1997) Reliability and optimization of structural systems. Pergamon, New York
Ge R, Chen JQ, Wei JH (2008) Reliability-based design of composites under the mixed uncertainties and the optimization algorithm. Acta Mech Solida Sin 21:19–27
Hu Z (2014) Probabilistic engineering analysis and design under time-dependent uncertainty. In: Mechanical and Aerospace Engineering, Missouri University of Science and Technology
Hu Z, Du XP (2013) Time-dependent reliability analysis with joint upcrossing rates. Struct Multidiscip Optim 48:893–907
Hu Z, Du XP (2014) Lifetime cost optimization with time-dependent reliability. Eng Optim 46:1389–1410
Hu Z, Du XP (2015) Reliability-based design optimization under stationary stochastic process loads. Eng Optim:1–17
Hu Z, Li HF, Du XP, Chandrashekhara K (2013) Simulation-based time-dependent reliability analysis for composite hydrokinetic turbine blades. Struct Multidiscip Optim 47:765–781
Jiang C, Bai YC, Han X, Ning HM (2010) An efficient reliability-based optimization method for uncertain structures based on non-probability interval model. Comput Mater Continua 18:21–42
Jiang C, Zhang Q, Han X, Li D, Liu J (2011) An interval optimization method considering the dependence between uncertain parameters. Comput Model Eng Sci 74:65–82
Jiang C, Ni BY, Han X, Tao YR (2014) Non-probabilistic convex model process: A new method of time-variant uncertainty analysis and its application to structural dynamic reliability problems. Comput Methods Appl Mech Eng 268:656–676
Kang Z, Luo YJ (2009) Non-probabilistic reliability-based topology optimization of geometrically nonlinear structures using convex models. Comput Methods Appl Mech Eng 198:3228–3238
Kang Z, Luo YJ, Li A (2011) On non-probabilistic reliability-based design optimization of structures with uncertain-but-bounded parameters. Struct Saf 33:196–205
Kayedpour F, Amiri M, Rafizadeh M, Nia AS (2016) Multi-objective redundancy allocation problem for a system with repairable components considering instantaneous availability and strategy selection. Reliab Eng Syst Saf 160:11–20
Kharmanda G, Olhoff N, Mohamed A, Lemaire M (2004) Reliability-based topology optimization. Struct Multidiscip Optim 26:295–307
Kuschel N (2000) Time-variant reliability-based structural optimization using sorm. Optimization 47:349–368
Kuschel N, Rackwitz R (2000) Optimal design under time-variant reliability constraints. Struct Saf 22:113–127
Li XK, Qiu HB, Chen ZZ, Gao L, Shao XY (2016) A local Kriging approximation method using MPP for reliability-based design optimization. Comput Struct 162:102–115
Liu X, Zhang ZY, Yin LR (2017) A multi-objective optimization method for uncertain structures based on nonlinear interval number programming method. Mech Based Des Struct Mach 45:25–42
Luo YJ, Li A, Kang Z (2011) Reliability-based design optimization of adhesive bonded steel – concrete composite beams with probabilistic and non-probabilistic uncertainties. Eng Struct 33:2110–2119
Madsen PH, Krenk S (1984) An integral equation method for the first-passage problem in random vibration. J Appl Mech 51:674–679
Nikolaidis E, Burdisso R (1988) Reliability based optimization: A safety index approach. Comput Struct 28:781–788
Qiu ZP, Elishakoff I (2001) Anti-optimization technique – A generalization of interval analysis for nonprobabilistic treatment of uncertainty. Chaos, Solitons Fractals 12:1747–1759
Qiu ZP, Wang XJ, Xu MH (2013) Uncertainty-based design optimization technology oriented to engineering structures. Science Press, Beijing
Rice SO (1944) Mathematical analysis of random noise. Bell Syst Tech J 23:282–332
Sickert JU, Graf W, Reuter U (2005) Application of fuzzy randomness to time-dependent reliability. Proc ICOSSAR:1709–1716
Singh A, Mourelatos ZP, Li J (2010) Design for lifecycle cost and preventive maintenance using time-dependent reliability. Adv Mater Res 118-120:10–16
Song J, Kiureghian AD (2006) Joint first-passage probability and reliability of systems under stochastic excitation. J Eng Mech 132:65–77
Spence SMJ, Gioffrè M (2011) Efficient algorithms for the reliability optimization of tall buildings. J Wind Eng Ind Aerodyn 99:691–699
Wang ZQ, Wang PF (2012) A nested extreme response surface approach for time-dependent reliability-based design optimization. J Mech Des 134:67–75
Wang BY, Wang XG, Zhu LS, Lu H (2011a) Time-dependent reliability-based robust optimization design of components structure. Adv Mater Res 199-200:456–462
Wang XJ, Wang L, Elishakoff I, Qiu ZP (2011b) Probability and convexity concepts are not antagonistic. Acta Mech 219:45–64
Wang Y, Zeng SK, Guo JB (2013) Time-dependent reliability-based design Optimization utilizing nonintrusive polynomial chaos. J Appl Math 2013:561–575
Wang XJ, Wang L, Qiu ZP (2014a) A feasible implementation procedure for interval analysis method from measurement data. Appl Math Model 38:2377–2397
Wang L, Wang XJ, Xia Y (2014b) Hybrid reliability analysis of structures with multi-source uncertainties. Acta Mech 225:413–430
Wang L, Wang XJ, Chen X, Wang RX (2015) Time-variant reliability model and its measure index of structures based on a non-probabilistic interval process. Acta Mech 226:3221–3241
Wang L, Wang XJ, Wang RX, Chen X (2016a) Reliability-based design optimization under mixture of random, interval and convex uncertainties. Arch Appl Mech 2016:1–27
Wang L, Wang XJ, Li YL, Lin GP, Qiu ZP (2016b) Structural time-dependent reliability assessment of the vibration active control system with unknown-but-bounded uncertainties. Struct Control Health Monit 24:e1965
Wang L, Wang XJ, Su H, Lin GP (2016c) Reliability estimation of fatigue crack growth prediction via limited measured data. Int J Mech Sci 121:44–57
Wei ZP, Li T (2011) Non-probabilistic time-dependent reliability model of a structure based on strength degradation analysis. Mech Sci Technol Aerosp Eng 30:1397–1401
Xu B, Zhao L, Li WY, He JJ, Xie YM (2016) Dynamic response reliability based topological optimization of continuum structures involving multi-phase materials. Compos Struct 149:134–144
Yang C, Lu ZX (2017) An interval effective independence method for optimal sensor placement based on non-probabilistic approach. Sci China Technol Sci 60:186–198
Yi XJ, Lai YH, Dong HP, Hou P (2016) A reliability optimization allocation method considering differentiation of functions. Int J Comput Methods 13:1–18
Yoon JT, Youn BD, Wang PF, Hu C, (2013) A time-dependent framework of resilience-driven system design and its application to wind turbine system design. In: World Congress on Structural and Multidisciplinary Optimization
Zhang JF, Wang JG, Du XP (2011) Time-dependent probabilistic synthesis for function generator mechanisms. Mech Mach Theory 46:1236–1250
Zhang DQ, Han X, Jiang C, Liu J, Long XY (2015) The interval PHI2 analysis method for time-dependent reliability. Sci Sin Phys Mech Astron 45:054601
Acknowledgements
The authors would like to thank the National Nature Science Foundation of China (No. 11372025, 11432002, 11602012), the 111 Project (No. B07009), the Defense Industrial Technology Development Program (No. JCKY2016601B001, JCKY2016205C001), and the China Postdoctoral Science Foundation (No. 2016 M591038) for the financial supports. Besides, the authors wish to express their many thanks to the reviewers for their useful and constructive comments.
Author information
Authors and Affiliations
Corresponding author
Appendix A
Appendix A
-
(a)
Firstly, the common approach for determination of the smallest parametric set (i.e., one hyper-rectangular ‘box’ in essence) containing multi-dimensional sample data is discussed. In consideration of the case that the uncertain parameters α l (l = 1, 2, …, s) constitute an s-dimensional parametric space, and we have limited information corresponding to these parameters, manifested by a set containing S sample points, namely, \( {\alpha}_l^{(S)}=\left\{{a}_l(1),{\alpha}_l(2),\dots, {\alpha}_l(S)\right\} \). Thus, the expression of the transformation matrix reads
where θ = (θ l ) (l = 1, 2, …, s − 1) denotes the vector of rotation angles related to the original coordinate space, and
where 0 l − 2 means a column vector with l − 2 zero items, \( {\tilde{\boldsymbol{\updelta}}}_{\mathbf{l}} \) is deduced by
By utilizing of the transformation matrix T(θ), each point of the original sample set \( {\alpha}_l^{(S)} \) will be modified and be further rewritten as \( {\beta}_l^{(S)} \) (from α-space to β-space). In order to determine the smallest interval set to envelope full samples, the boundary laws of the s-dimensional ‘box’ should be examined by
where the center vector \( {\boldsymbol{\upbeta}}^{\mathbf{c}}={\left({\beta}_1^c,{\beta}_2^c,\cdots, {\beta}_s^c\right)}^T \) and the semi-axis vector \( {\boldsymbol{\upbeta}}^{\mathbf{r}}={\left({\beta}_1^r,{\beta}_2^r,\cdots, {\beta}_s^r\right)}^T \). The components \( {\beta}_l^c \) and \( {\beta}_l^r \) are given by
Accordingly, the hyper-volume of the ‘box’ as enclosed in (33) is obtained by
which is a function of the rotation angles θ l . Consequently, it can be defined that the best interval set or the hyper-rectangle among all possible boxes is the one which contains all given sample points and processes the minimum volume, i.e.,
Certainly, once the minimum \( {V}_{hyper}^{\ast } \) is gained, the optimal design parameters \( {\theta}_l^{\ast } \) may actually reflect the correlationship between the uncertain variables α l and α l + 1.
-
(b)
In terms of a specific interval process Y j (t), the correlation properties between Y j (t 1) and Y j (t 2) with any instant times t 1 and t 2 are what we really concerned. Hence, the above optimization procedure can be simplified and be executed by following steps:
-
i)
Collect all the sample curves \( {y}_j^{(S)}(t)=\left\{{y}_j\left(t,1\right),{y}_j\Big(t,2\Big),\dots, {y}_j\Big(t,S\Big)\right\} \) and conduct the time-discretization operation with small increment Δt as
and
where t 1 = j 1 Δt and t 2 = j 2 Δt (j 1, j 2 = 1, 2, …).
-
ii)
Construct a two-dimensional sample space (Y j (t 1)-Y j (t 2)) originating from (37) and (38), and accomplish the aforementioned optimization solution to get the smallest rotary rectangular domain (as illustrated in Fig. 1), with rotation angel \( {\theta}_j^{\ast}\left({t}_1,{t}_2\right) \) and the two semi-axes \( {\beta}_j^r\left({t}_1\right) \) and \( {\beta}_j^r\left({t}_2\right) \).
-
iii)
By virtue of the characteristic parameters of the smallest interval set, the covariance function \( {Cov}_{Y_j}\left({t}_1,{t}_2\right) \) can be given by
Then, the auto-correlation coefficient function ρ j (t 1, t 2) arrives at
-
iv)
By traversing all values of counting indexes j 1 and j 2, properties of autocorrelation of the interval process vector Y j (t) can be eventually confirmed.
Rights and permissions
About this article
Cite this article
Wang, L., Wang, X., Wu, D. et al. Structural optimization oriented time-dependent reliability methodology under static and dynamic uncertainties. Struct Multidisc Optim 57, 1533–1551 (2018). https://doi.org/10.1007/s00158-017-1824-z
Received:
Revised:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s00158-017-1824-z