Abstract
In view of the significant influences of multi-source uncertainties on structural safety, which generally exist in practical engineering (such as the dispersion of material, the uncertainty of external load and the error of processing technology), more academic research and engineering applications had paid attention to uncertainty in recent years. However, due to the complexity of the structural problems, there may be multiple uncertain parameters. Traditional methods of optimal design by single-source uncertainty model, particularly the one derived from probability theory, may no longer be feasible. This paper investigates a new formulation and numerical solution of reliability-based design optimization (RBDO) of structures exhibiting random and uncertain-but-bounded (interval and convex) mixed uncertainties. Combined with the non-probabilistic set-theory convex model and the classical probabilistic approach, the mathematical definition of hybrid reliability is firstly presented for a quantified measure of the safety margin. The reliability-based optimization incorporating such mixed reliability constraints is then formulated. The PSO algorithm is employed to improve the convergence and the stability in seeking the optimal global solution. Additionally, by introducing the general concept of the safety factor, the compatibility between the proposed hybrid RBDO technique and the safety factor-based model is further discussed. By virtue of the above two methods, two numerical examples of typical components (the cantilever structure and the truss structure) as well as one complex engineering example (the hypersonic wing structure) are performed, subjected to the strength or stiffness criteria. The accuracy and effectiveness of the present method are then demonstrated.
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Acknowledgments
The authors would like to thank the National Nature Science Foundation of China (Nos. 11372025, 11572024, 11432002) and the Defense Industrial Technology Development Program (Nos. JCKY2013601B, JCKY2016601B) for the financial supports. Besides, the authors wish to express their many thanks to the reviewers for their useful and constructive comments.
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Appendix
Appendix
Case (a): As is shown in Fig. 5a, when \(Y_1 \) is assigned to the maximum \(\overline{Y_1 } \) or minimum \(\underline{Y_1 }\), there is no intersection between the limit-state and the feasible domain, and the distance from the origin to the failure surface would be greater than unity. Hence, we have
Then, the span of \(f({\varvec{x}})\) is
Obviously, once the given \({\varvec{x}}\) satisfies (38), it is definitely safe with a reliability index \(\eta \left( {{\varvec{d}},{\varvec{x}}} \right) =1\).
Case (b): As is shown in Fig. 5b, when \(Y_1 =\underline{Y_1 }\), there is no intersection between the limit-state and the feasible domain of uncertain variables; when \(Y_1 =\overline{Y_1 } \), the interference occurs, and the distance \(D_1 ({\varvec{x}},\overline{Y_1 } )\) would be within an interval \([0,\;1]\), namely
It is apparent that
In this case, the reliability index \(\eta \left( {{\varvec{d}},{\varvec{x}}} \right) \) is defined as the volume ratio between the transparent region and the total region. So, it reads
where \(V_\mathrm{total} =(\overline{Y_1 } -\underline{Y_1 })\pi \). By virtue of the integral operation, \(V_\mathrm{failure} \) can be expressed as
where \(S_1 ({\varvec{x}},Y_1 )\) stands for the area of the bow-shaped interference region which implies failure (its analytical expression has been deduced by our previous work in Ref. [48]); \(Y_1^\alpha \) denotes the value of \(Y_1 \) when it satisfies \(D_1 ({\varvec{x}},Y_1 )=1\), i.e.,
Therefore, \(\eta \left( {{\varvec{d}},{\varvec{x}}} \right) \) can be expanded as
Case (c): As is shown in Fig. 5c, differ from case (b), the distance from the origin to the failure surface is \(D_2 ({\varvec{x}},\overline{Y_1 } )\in \left[ {0,\;1} \right] \) when \(Y_1 =\overline{Y_1 } \). Hence, \(V_\mathrm{failure} \) can be represented as
where \(Y_1^\beta \) denotes the value of \(Y_1 \) when it satisfies \(D_2 ({\varvec{x}},Y_1 )=0\), i.e.,
Substituting (45), (46) into (41), we obtain
Case (d): As is shown in Fig. 5d, similar to the cases discussed before, but the distance \(D_2 ({\varvec{x}},\overline{Y_1})\) greater than unity, the expression of \(V_\mathrm{failure}\) is changed as
where \(Y_1^\gamma \) denotes the value of \(Y_1 \) when it satisfies \(D_2 ({\varvec{x}},Y_1 )=1\), i.e.,
Substituting (48), (49) into (41), we obtain
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Wang, L., Wang, X., Wang, R. et al. Reliability-based design optimization under mixture of random, interval and convex uncertainties. Arch Appl Mech 86, 1341–1367 (2016). https://doi.org/10.1007/s00419-016-1121-0
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DOI: https://doi.org/10.1007/s00419-016-1121-0