Optimum design of truss structures using discrete Lagrangian method
This paper studies the minimum weight design of truss structures with discrete variables using the discrete Lagrangian method (DLM). The theory of the DLM is briefly presented first, and parameters that influence convergence speed and solution quality for this method are investigated and discussed....
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| Vydané v: | Journal of the Chinese Institute of Engineers Ročník 26; číslo 5; s. 635 - 646 |
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| Hlavní autori: | , , |
| Médium: | Journal Article |
| Jazyk: | English |
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Taylor & Francis Group
01.07.2003
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| ISSN: | 0253-3839, 2158-7299 |
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| Abstract | This paper studies the minimum weight design of truss structures with discrete variables using the discrete Lagrangian method (DLM). The theory of the DLM is briefly presented first, and parameters that influence convergence speed and solution quality for this method are investigated and discussed. A revised searching algorithm is proposed for solving truss optimization problems subject to stress, buckling stress, and displacement constraints. The feasibility of the DLM is validated by three truss design examples. The results from comparative studies of the DLM against other discrete optimization algorithms for representative truss design problems are reported to show the solution quality of the DLM. It is shown that the DLM can often find better solutions for truss optimization problems than methods reported in previous literature by using appropriate weighting for the objective function and changing speeds for the Lagrange multipliers. |
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| AbstractList | This paper studies the minimum weight design of truss structures with discrete variables using the discrete Lagrangian method (DLM). The theory of the DLM is briefly presented first, and parameters that influence convergence speed and solution quality for this method are investigated and discussed. A revised searching algorithm is proposed for solving truss optimization problems subject to stress, buckling stress, and displacement constraints. The feasibility of the DLM is validated by three truss design examples. The results from comparative studies of the DLM against other discrete optimization algorithms for representative truss design problems are reported to show the solution quality of the DLM. It is shown that the DLM can often find better solutions for truss optimization problems than methods reported in previous literature by using appropriate weighting for the objective function and changing speeds for the Lagrange multipliers. |
| Author | Chang, Wei-Tze Juang, Der-Shin Wu, Yuan-Ta |
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| CitedBy_id | crossref_primary_10_1016_j_istruc_2020_11_071 crossref_primary_10_1007_s00158_022_03325_7 |
| Cites_doi | 10.1061/(ASCE)0733-9445(1995)121:2(301) 10.1080/03052158808940946 10.1080/03052158608902522 10.1090/dimacs/035/10 10.1061/(ASCE)0733-9445(1992)118:5(1233) 10.1080/03052159308940981 10.1080/03052159208941234 10.1016/S0045-7949(99)00084-X 10.2514/3.10305 10.1080/03052159308940980 10.1016/S0045-7825(01)00323-1 10.1115/1.2912596 10.1109/ASAP.1997.606858 10.2514/3.7739 10.1016/S0045-7949(00)00124-3 |
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| SubjectTerms | discrete Lagrangian method discrete variables minimum weight design truss |
| Title | Optimum design of truss structures using discrete Lagrangian method |
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