2018
DOI: 10.1016/j.compstruc.2017.03.018
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Topology optimization considering multiple loading

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Cited by 21 publications
(13 citation statements)
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“…In the stochastic approach, the load is treated as a random variable following a known probability distribution, and the objective and/or constraints of the optimization problem are modelled as statistical moments of random functions or as probabilities. Stochastic models have been widely applied to compliance-based TO problems [9][10][11][12][13][14][15][16][17], but more moderately so for stress-based TO [18][19][20][21]. Kanno & Takewaki [19] studied the effects of multiple load directions with stress constraints in the context of ground structure topology optimization using a probabilistic model to generate a sample load that represents the possible load cases.…”
Section: Related Workmentioning
confidence: 99%
“…In the stochastic approach, the load is treated as a random variable following a known probability distribution, and the objective and/or constraints of the optimization problem are modelled as statistical moments of random functions or as probabilities. Stochastic models have been widely applied to compliance-based TO problems [9][10][11][12][13][14][15][16][17], but more moderately so for stress-based TO [18][19][20][21]. Kanno & Takewaki [19] studied the effects of multiple load directions with stress constraints in the context of ground structure topology optimization using a probabilistic model to generate a sample load that represents the possible load cases.…”
Section: Related Workmentioning
confidence: 99%
“…Works on dealing with alternating loads can be found early in the TO literature, including the 1970s Prager work [467], but hardly can be considered solutions for the complexity of the currently analysed problem. Recent works with alternating loads include Alkalla et al's Revolutionary Superposition Layout (RSL) method [468], as well as Lógó and Pintér contributions, [459,467]. Furthermore, Tsavdaridis et al managed to use a method to examine and overly stress paths and compose comprehensive layouts, optimized for several sets of loads [341], [469].…”
Section: Multiple Loading and Robustnessmentioning
confidence: 99%
“…Its load transfer path varies accordingly. Hence, topology optimization of the billet tong is a typical topology optimization problem of a continuum structure with multiple loads or working conditions [15]. Since this problem exists in many practical applications, it has been investigated by using the homogenization method [16][17][18], the level-set method [19], the Solid Isotropic Material with Penalization (SIMP) method [20][21][22][23][24][25], the Rational Approximation of Material Properties (RAMP) method [26], the Independent Continuous and Mapping (ICM) method [27,28], the Evolutionary Structural Optimization (ESO) method [29], evolutionary algorithms (EA) [30,31] and a hybrid approach [32].…”
Section: Introductionmentioning
confidence: 99%