Optimal analysis for optimal design of cyclic symmetric structures subject to frequency constraints
In general, the design optimization of large-scale structural systems is an extremely computationally expensive process. However, optimal structural analysis provides efficient and practical methods of structural analysis which can be employed as powerful tools to reduce significantly the computatio...
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Published in | Structures (Oxford) Vol. 33; pp. 3122 - 3136 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
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Elsevier Ltd
01.10.2021
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Abstract | In general, the design optimization of large-scale structural systems is an extremely computationally expensive process. However, optimal structural analysis provides efficient and practical methods of structural analysis which can be employed as powerful tools to reduce significantly the computational time of structural analyses performed in the structural optimization process. In this paper, an efficient eigensolution method for free vibration analysis of rotationally repetitive structures is developed for the optimal design of cyclic symmetric structures subject to frequency constraints. Through the present eigensolution method, the initial free-vibration eigenproblem is decomposed into some sub-eigenproblems with much smaller dimensions using an efficient block-diagonalization technique. The main advantage of the present method is that it requires significantly less computational time and memory than the existing classical eigensolution method. Finally, two large-scale numerical examples are given to demonstrate the efficiency and accuracy of the present eigensolution method and compare it with the existing classical method in both terms of computational time and memory requirements. Numerical results indicate that the present eigensolution method not only guarantees the accuracy of the analysis results but also significantly reduces the computational time and memory required compared to the existing classical method. More importantly, the computational time of the optimization process is also significantly reduced. Optimization is carried out by a set-theoretical-based Jaya algorithm, named ST-JA. The proposed ST-JA aims to enhance the diversification and intensification capabilities of the original JA and strike a fine balance between them. Optimization results confirm that the proposed ST-JA outperforms the original JA and has superior or comparable performance to other state-of-the-art optimization algorithms. |
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AbstractList | In general, the design optimization of large-scale structural systems is an extremely computationally expensive process. However, optimal structural analysis provides efficient and practical methods of structural analysis which can be employed as powerful tools to reduce significantly the computational time of structural analyses performed in the structural optimization process. In this paper, an efficient eigensolution method for free vibration analysis of rotationally repetitive structures is developed for the optimal design of cyclic symmetric structures subject to frequency constraints. Through the present eigensolution method, the initial free-vibration eigenproblem is decomposed into some sub-eigenproblems with much smaller dimensions using an efficient block-diagonalization technique. The main advantage of the present method is that it requires significantly less computational time and memory than the existing classical eigensolution method. Finally, two large-scale numerical examples are given to demonstrate the efficiency and accuracy of the present eigensolution method and compare it with the existing classical method in both terms of computational time and memory requirements. Numerical results indicate that the present eigensolution method not only guarantees the accuracy of the analysis results but also significantly reduces the computational time and memory required compared to the existing classical method. More importantly, the computational time of the optimization process is also significantly reduced. Optimization is carried out by a set-theoretical-based Jaya algorithm, named ST-JA. The proposed ST-JA aims to enhance the diversification and intensification capabilities of the original JA and strike a fine balance between them. Optimization results confirm that the proposed ST-JA outperforms the original JA and has superior or comparable performance to other state-of-the-art optimization algorithms. |
Author | Kaveh, Ali Joudaki, Ali Biabani Hamedani, Kiarash Kamalinejad, Mohammad |
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Keywords | Jaya algorithm Free vibration analysis Structural optimization Optimal structural analysis Eigenvalue decomposition Frequency constraints Set theory Cyclic symmetry |
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Kaveh (10.1016/j.istruc.2021.06.054_b0340) 2018; 50 Yang (10.1016/j.istruc.2021.06.054_b0155) 1968; 3 Kaveh (10.1016/j.istruc.2021.06.054_b0195) 2006; 68 Rao (10.1016/j.istruc.2021.06.054_b0315) 2016; 7 Kaveh (10.1016/j.istruc.2021.06.054_b0055) 2020; 231 Jordehi (10.1016/j.istruc.2021.06.054_b0310) 2015; 26 Carvalho (10.1016/j.istruc.2021.06.054_b0355) 2018; 57 Kaveh (10.1016/j.istruc.2021.06.054_b0260) 2011; 217 10.1016/j.istruc.2021.06.054_b0280 Khot (10.1016/j.istruc.2021.06.054_b0030) 1985; 20 Kaveh (10.1016/j.istruc.2021.06.054_b0070) 2012; 1 10.1016/j.istruc.2021.06.054_b0110 10.1016/j.istruc.2021.06.054_b0235 Bellagamba (10.1016/j.istruc.2021.06.054_b0025) 1981; 19 Kaveh (10.1016/j.istruc.2021.06.054_b0075) 2016; 53 Grandhi (10.1016/j.istruc.2021.06.054_b0015) 1993; 31 Kaveh (10.1016/j.istruc.2021.06.054_b0320) 2020; 4 Nakamura (10.1016/j.istruc.2021.06.054_b0040) 1988; 67 Williams (10.1016/j.istruc.2021.06.054_b0130) 1986; 23 Khatibinia (10.1016/j.istruc.2021.06.054_b0005) 2014; 333 Lingyun (10.1016/j.istruc.2021.06.054_b0060) 2005; 35 10.1016/j.istruc.2021.06.054_b0140 Lieu (10.1016/j.istruc.2021.06.054_b0085) 2018; 15 10.1016/j.istruc.2021.06.054_b0345 10.1016/j.istruc.2021.06.054_b0300 10.1016/j.istruc.2021.06.054_b0105 Ho-Huu (10.1016/j.istruc.2021.06.054_b0080) 2018; 29 Gupta (10.1016/j.istruc.2021.06.054_b0225) 2020; 1 Kaveh (10.1016/j.istruc.2021.06.054_b0220) 2020 Kaveh (10.1016/j.istruc.2021.06.054_b0215) 2020 Kulkarni (10.1016/j.istruc.2021.06.054_b0305) 2018; 33 Vanderplaats (10.1016/j.istruc.2021.06.054_b0035) 1988; 26 Gomes (10.1016/j.istruc.2021.06.054_b0065) 2011; 38 Rao (10.1016/j.istruc.2021.06.054_b0020) 1981; 14 Thomas (10.1016/j.istruc.2021.06.054_b0125) 1979; 14 Grandhi (10.1016/j.istruc.2021.06.054_b0010) 1988; 26 Xie (10.1016/j.istruc.2021.06.054_b0045) 1994; 53 10.1016/j.istruc.2021.06.054_b0295 Healey (10.1016/j.istruc.2021.06.054_b0160) 1991; 31 10.1016/j.istruc.2021.06.054_b0250 Koohestani (10.1016/j.istruc.2021.06.054_b0270) 2010; 46 Zingoni (10.1016/j.istruc.2021.06.054_b0145) 2009; 79 Zingoni (10.1016/j.istruc.2021.06.054_b0150) 2012; 1 Zingoni (10.1016/j.istruc.2021.06.054_b0170) 1996; 189 Mohan (10.1016/j.istruc.2021.06.054_b0175) 2002; 252 Renton (10.1016/j.istruc.2021.06.054_b0115) 1964; 17 Hussey (10.1016/j.istruc.2021.06.054_b0120) 1967; 93 Kaveh (10.1016/j.istruc.2021.06.054_b0265) 2009; 207 Tong (10.1016/j.istruc.2021.06.054_b0050) 2001; 79 10.1016/j.istruc.2021.06.054_b0135 10.1016/j.istruc.2021.06.054_b0335 Bathe (10.1016/j.istruc.2021.06.054_b0255) 1973; 6 Kaveh (10.1016/j.istruc.2021.06.054_b0210) 2011; 89 Zingoni (10.1016/j.istruc.2021.06.054_b0180) 2012; 1 Kaveh (10.1016/j.istruc.2021.06.054_b0330) 2017; 228 Kaveh (10.1016/j.istruc.2021.06.054_b0205) 2010; 84 Mirjalili (10.1016/j.istruc.2021.06.054_b0100) 2016; 1 Kaveh (10.1016/j.istruc.2021.06.054_b0275) 2012; 30 Chopra (10.1016/j.istruc.2021.06.054_b0245) 2007 10.1016/j.istruc.2021.06.054_b0090 10.1016/j.istruc.2021.06.054_b0290 10.1016/j.istruc.2021.06.054_b0095 10.1016/j.istruc.2021.06.054_b0240 10.1016/j.istruc.2021.06.054_b0360 10.1016/j.istruc.2021.06.054_b0165 Chen (10.1016/j.istruc.2021.06.054_b0185) 2017; 15 Kaveh (10.1016/j.istruc.2021.06.054_b0190) 2004; 20 10.1016/j.istruc.2021.06.054_b0285 Dede (10.1016/j.istruc.2021.06.054_b0365) 2020; 73 10.1016/j.istruc.2021.06.054_b0325 Kaveh (10.1016/j.istruc.2021.06.054_b0230) 2021 Grzywinski (10.1016/j.istruc.2021.06.054_b0350) 2019; 30 Kaveh (10.1016/j.istruc.2021.06.054_b0200) 2010; 26 |
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SubjectTerms | Cyclic symmetry Eigenvalue decomposition Free vibration analysis Frequency constraints Jaya algorithm Optimal structural analysis Set theory Structural optimization |
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