Abstract
This paper deals with the fuzzy dynamics of multibody systems with polymorphic uncertainty in the material microstructure. Macroscopic material properties are obtained using fuzzy-stochastic FEM based computational homogenization. In particular, the spectral stochastic local FEM is utilized to simulate a representative volume element of the microstructure. Forward dynamics of the macroscopic system is modeled using the Graph Follower algorithm. Thereby we propagate the uncertainty from the lowest level of material microstructure to the highest level of multibody dynamics. Differences in the propagation of epistemic and aleatoric uncertainties to the macroscale and their influence on the multibody dynamics are discussed. A particular example of a multibody system used in this paper is a multistory frame, whereby the considered heterogeneous material is a cement-based concrete.
Similar content being viewed by others
References
Pannier S, Waurick M, Graf A, Kaliske M (2013) Solutions to problems with imprecise data—an engineering perspective to generalized uncertainty models. Mech Syst Signal Process 37:105–120
Graf A, Götz M, Kaliske M (2015) Analysis of dynamical processes under consideration of polymorphic uncertainty. Struct Saf 52:194–201
Zadeh LA (1965) Fuzzy sets. Inf Control 8(3):338–353
Ghanem RG, Spanos PD (2003) Stochastic finite elements: a spectral approach. Dover Publications, inc, New York
Bris CL, Legoll F (2017) Examples of computational approaches for elliptic, possibly multiscale pdes with random inputs. J Comput Phys 328(Supplement C):455–473
Kaminski M (2013) The stochastic perturbation method for computational mechanics. Wiley, Hoboken
Nouy A, Clement A (2010) Extended stochastic finite element method for the numerical simulation of heterogeneous materials with random material interfaces. Int J Numer Methods Eng 83(10):1312–1344
Cottereau R (2013) A stochastic-deterministic coupling method for multiscale problems. application to numerical homogenization of random materials. In: Procedia IUTAM, iUTAM symposium on multiscale problems in stochastic mechanics 6(0):35 – 43
Matthies HG, Keese A (2005) Galerkin methods for linear and nonlinear elliptic stochastic partial differential equations. Comput Methods Appl Mech Eng 194(12–16):1295–1331
Hanss M (2005) Applied fuzzy arithmetic—an introduction with engineering applications. Springer, Berlin
Möller B, Beer M (2004) Fuzzy randomness: uncertainty in civil engineering and computational mechanics. Springer, Berlin
Moens D, Hanss M (2011) Non-probabilistic finite element analysis for parametric uncertainty treatment in applied mechanics: recent advances. Finite Elem Anal Des 47(1):4–16 uncertainty in Structural Dynamics
Babuska I, Motamed M (2016) A fuzzy-stochastic multiscale model for fiber composites: a one-dimensional study. Comput Methods Appl Mech Eng 302:109–130
Chen S, Nikolaidis E, Cudney HH, Rosca R, Haftka RT (1999) Comparison of probabilistic and fuzzy set methods for designing under uncertainty. In: 40th Structures, structural dynamics, and materials conference and exhibit, structures, structural dynamics, and materials and co-located conferences
Chen SQ (2000) Comparing probabilistic and fuzzy set approaches for designing in the presence of uncertainty, Ph.D. thesis, Aerospace and Ocean Engineering, Virginia Polytechnic Institute and State University
Segalman DJ, Brake MR, Bergman LA, Vakakis AF, Willner K (2013) Epistemic and aleatoric uncertainty in modeling, In: ASME 2013 international design engineering technical conferences and computers and information in engineering conference, vol 8, 22nd reliability, stress analysis, and failure prevention conference; 25th conference on mechanical vibration and noise
Zadeh L (1975) The concept of a linguistic variable and its application to approximate reasoning - \({\rm I}\). Inf Sci 8:199–249
Pivovarov D, Oberleiter T, Willner K, Steinmann P (2018) Fuzzy-stochastic fem-based homogenization framework for materials with polymorphic uncertainties in the microstructure. Int J Numer Methods Eng 116(9):633–660
Pivovarov D, Steinmann P (2016) On stochastic fem based computational homogenization of magneto-active heterogeneous materials with random microstructure. Comput Mech 58(6):981–1002
Hanss M (2002) The transformation method for the simulation and analysis of systems with uncertain parameters. Fuzzy Sets Syst 130(3):277–289
Saeb S, Steinmann P, Javili A (2016) Aspects of computational homogenization at finite deformations: a unifying review from Reuss’ to Voigt’s bound. ASME Appl Mech Rev 68(5):050801–050801–33
Eisentraudt M, Leyendecker S (2019) Fuzzy uncertainty in forward dynamics simulation. Mech Syst Signal Process 126:590–608
Eisentraudt M, Leyendecker S (2019) Epistemic uncertainty in optimal control simulation. Mech Syst Signal Process 121:876–889
Shynk JJ (2012) Probability, random variables, and random processes: theory and signal processing applications. Wiley, Hoboken
Papoulis A, Pillai SU (2001) Probability, Random Variables and Stochastic Processes. McGraw-Hill Education, New York
Pivovarov D, Steinmann P (2016) Modified sfem for computational homogenization of heterogeneous materials with microstructural geometric uncertainties. Comput Mech 57(1):123–147
Babuska I, Tempone R, Zouraris GE (2004) Galerkin finite element approximations of stochastic elliptic partial differential equations. SIAM J Numer Anal 42(2):800–825
Babuska I, Tempone R, Zouraris GE (2005) Solving elliptic boundary value problems with uncertain coefficients by the finite element method: the stochastic formulation. Comput Methods Appl Mech Eng 194(12–16):1251–1294
Deb MK, Babuska IM, Oden J (2001) Solution of stochastic partial differential equations using galerkin finite element techniques. Comput Methods Appl Mechan Eng 190(48):6359–6372
Galipeau E, Rudykh S, deBotton G, Castaneda PP (2014) Magnetoactive elastomers with periodic and random microstructures. Int J Solids Struct 51(18):3012–3024
Zabihyan R, Mergheim J, Javili A, Steinmann P (2018) Aspects of computational homogenization in magneto-mechanics: boundary conditions, rve size and microstructure composition. Int J Solids Struct 130–131:105–121
Karavelas MI, Yvinec M (2002) Dynamic additively weighted Voronoi diagrams in 2D. Springer, Berlin, pp 586–598
Grassl P, Wong HS, Buenfeld NR (2010) Influence of aggregate size and volume fraction on shrinkage induced micro-cracking of concrete and mortar. Cem Concr Res 40(1):85–93
Niknezhad D, Raghavan B, Bernard F, Kamali-Bernard S (2015) The influence of aggregate shape, volume fraction and segregation on the performance of self-compacting concrete: 3d modeling and simulation. In: Rencontres Universitaires de Genie Civil
Cho S-W, Yang C-C, Huang R (2000) Effect of aggregate volume fraction on the elastic moduli and void ratio of cement-based materials. J Mar Sci Technol 8(1):1–7
Scheunemann L, Schroeder J, Balzani D, Brands D (2014) Construction of statistically similar representative volume elements—comparative study regarding different statistical descriptors. In: Procedia Engineering, 11th International Conference on Technology of Plasticity, ICTP 2014 81:1360–1365. 19–24 Oct 2014. Nagoya Congress Center, Nagoya, Japan
Saeb S, Steinmann P, Javili A (2018) Bounds on size-dependent behaviour of composites. Philos Mag 98(6):437–463
Savvas D, Stefanou G, Papadrakakis M (2016) Determination of rve size for random composites with local volume fraction variation. Comput Methods Appl Mech Eng 305:340–358
Kaminski M (2015) Homogenization with uncertainty in poisson ratio for polymers with rubber particles. Compos Part B Eng 69(Supplement C):267–277
Nguyen H (1978) A note on the extension principle for fuzzy sets. J Math Anal Appl 64:369–380
Ashari E (2014) Calculating free and forced vibrations of multi-story shear buildings by modular method. Res J Recent Sci 3(1):83–90
De la Cruz S, Rodriguez M, Hernandez V (2012) Using spring-mass models to determine the dynamic response of two-story buildings subjected to lateral loads, In: Proceedings of the 15th world conference on earthquake engineering 2012 (15WCEE), Lisbon, Portugal 31:24719–24726
Valdebenito M, Pérez C, Jensen H, Beer M (2016) Approximate fuzzy analysis of linear structural systems applying intervening variables. Comput Struct 162:116–129
Feng J, Liu L, Wu D, Li G, Beer M, Gao W (2019) Dynamic reliability analysis using the extended support vector regression (x-svr). Mech Syst Signal Process 126:368–391
Nouy A (2009) Recent developments in spectral stochastic methods for the numerical solution of stochastic partial differential equations. Arch Comput Methods Eng 16(3):251–285
Zhang H, Dai H, Beer M, Wang W (2013) Structural reliability analysis on the basis of small samples: an interval quasi-monte carlo method. Mech Syst Signal Process 37(1):137–151
Pivovarov D, Steinmann P, Willner K (2018) Two reduction methods for stochastic fem based homogenization using global basis functions. Comput Methods Appl Mech Eng 332:488–519
Pivovarov D, Willner K, Steinmann P (2019) On spectral fuzzy-stochastic fem for problems involving polymorphic geometrical uncertainties. Comput Methods Appl Mech Eng 350:432–461
Acknowledgements
The support of this work by the Deutsche Forschungs-Gemeinschaft (DFG) through the Priority Program SPP1886 is gratefully acknowledged.
Author information
Authors and Affiliations
Corresponding author
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Appendix A: Short introduction to fuzzy set theory
Appendix A: Short introduction to fuzzy set theory
The history of fuzzy numbers began in 1965 with the introduction of fuzzy sets [3] which are an extension of the classical set theory based on the notion of different grades of membership.
Let us briefly repeat some basic definitions from fuzzy set theory [3]. In the case of a fuzzy set \(\tilde{\mathcal {P}}\) the grade of membership of p is defined by the membership function \(\mu _{\tilde{\mathcal {P}}}(p) \in [0,~1]\). Here \(\mu _{\tilde{\mathcal {P}}}(p)=1\) means that the element p entirely belongs to the set \(\tilde{\mathcal {P}}\), \(\mu _{\tilde{\mathcal {P}}}(p)=0\) means that p is not a member of the set \(\tilde{\mathcal {P}}\). In the case of a conventional set \(\mathcal {P}\) the membership function of an element p may have only two values \(\mu _{\mathcal {P}}(p)\in \{0,~1\}\), i.e. the element can only belong to or not belong to the set \(\mathcal {P}\).
For practical applications, a few very important types of fuzzy sets are fuzzy numbers, fuzzy intervals, crisp numbers, and crisp intervals. A fuzzy number \(\tilde{a}\) is the convex fuzzy set over the universal set \(\mathbb {R}\) with the membership function \(\mu _{\tilde{a}}(p) \in [0,~1]\), where \(\mu _{\tilde{a}}(p)=1\) only for one single value of \(p=\bar{a}\) called the modal value. The fuzzy interval \(\tilde{A}\) is the convex fuzzy set defined similarly to the fuzzy number, however with the difference that \(\mu _{\tilde{A}}(p)=1\) holds for some interval called modal interval \(\bar{A}\). A crisp interval A can be considered as the fuzzy set of points such that \(\mu _{A}(p)=1\), if \(p\in A\), and \(\mu _{A}(p)=0\) otherwise. The crisp number a is then the fuzzy set with the membership function given by the Kronecker delta function \(\mu _a(p)=\delta (p,a)\). Figure 36 represents from left to right: crisp number \(p=1\), crisp interval [2, 3], symmetric triangular fuzzy number with \(\bar{p}=4.5\), fuzzy interval with the modal interval \(p\in [6.5,~7.5]\), and the arbitrary non-convex subnormal fuzzy set with nonzero membership function on the interval \(p\in [9,~11]\).
Zadeh’s extension principle is used to perform unary and binary arithmetical operations of fuzzy numbers. Due to the high complexity of calculations performed using the extension principle, an alternative approach was proposed in the literature. The fuzzy numbers are reduced to sets of nested intervals for different degrees of membership, i.e. \(\alpha \)-cuts (Fig. 37). These intervals are also called intervals of confidence [10]. Lower and upper bounds for every quantity of interest are then evaluated for every \(\alpha \)-cut. Collection of intervals of confidence for output quantity results naturally in the reconstruction of the output’s membership function.
In most cases, two optimization problems must be solved for every \(\alpha \)-cut. However, if the evaluation of the system is costly, the optimization approach becomes too expensive. As an alternative one may use the extended transformation method [10].
Rights and permissions
About this article
Cite this article
Pivovarov, D., Hahn, V., Steinmann, P. et al. Fuzzy dynamics of multibody systems with polymorphic uncertainty in the material microstructure. Comput Mech 64, 1601–1619 (2019). https://doi.org/10.1007/s00466-019-01737-9
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s00466-019-01737-9