Please use this identifier to cite or link to this item: https://doi.org/10.15480/882.2919
Fulltext available Open Access
Publisher DOI: 10.1007/s00158-019-02216-8
Title: Robust compliance topology optimization using the first-order second-moment method
Language: English
Authors: Kriegesmann, Benedikt  
Lüdeker, Julian Kajo 
Issue Date: 8-Feb-2019
Publisher: Springer
Source: Structural and Multidisciplinary Optimization 1 (60): 269-286 (2019)
Journal or Series Name: Structural and multidisciplinary optimization 
Abstract (english): A robust topology optimization approach is presented which uses the probabilistic first-order second-moment method for the estimation of mean value and variance of the compliance. The considered sources of uncertainty are the applied load, the spatially varying Young’s modulus, and the geometry with focus on the latter two. In difference to similar existing approaches for robust topology optimization, the presented approach requires only one solution of an adjoint system to determine the derivatives of the variance, which keeps the computation time close to the deterministic optimization. For validation, also the second-order fourth-moment method and Monte Carlo simulations are embedded into the optimization. For all approaches, the applicability and impact on the resulting design are demonstrated by application to benchmark examples. For random load, the first-order second-moment approach provides unsatisfying results. For random, Young’s modulus and geometry, however, the robust topology optimization using first-order second-moment approach provides robust designs at very little computational cost.
URI: http://hdl.handle.net/11420/2861
DOI: 10.15480/882.2919
ISSN: 1615-147X
Institute: Strukturoptimierung im Leichtbau M-EXK1 
Type: (wissenschaftlicher) Artikel
License: In Copyright In Copyright
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