A note on truss topology optimization under self-weight load: mixed-integer second-order cone programming approach
The self-weight load is a typical design-dependent load in structural optimization. This paper presents a mixed-integer second-order cone programming approach to global optimization of truss topology under the self-weight load.
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| Vydáno v: | Structural and multidisciplinary optimization Ročník 56; číslo 1; s. 221 - 226 |
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| Hlavní autoři: | , |
| Médium: | Journal Article |
| Jazyk: | angličtina |
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Berlin/Heidelberg
Springer Berlin Heidelberg
01.07.2017
Springer Nature B.V |
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| ISSN: | 1615-147X, 1615-1488 |
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| Abstract | The self-weight load is a typical design-dependent load in structural optimization. This paper presents a mixed-integer second-order cone programming approach to global optimization of truss topology under the self-weight load. |
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| AbstractList | The self-weight load is a typical design-dependent load in structural optimization. This paper presents a mixed-integer second-order cone programming approach to global optimization of truss topology under the self-weight load. |
| Author | Kanno, Yoshihiro Yamada, Hiromichi |
| Author_xml | – sequence: 1 givenname: Yoshihiro surname: Kanno fullname: Kanno, Yoshihiro email: kanno.y.af@m.titech.ac.jp organization: Laboratory for Future Interdisciplinary Research of Science and Technology, Institute of Innovative Research, Tokyo Institute of Technology – sequence: 2 givenname: Hiromichi surname: Yamada fullname: Yamada, Hiromichi organization: Kozo Keikaku Engineering, Inc |
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| Copyright | Springer-Verlag Berlin Heidelberg 2017 Copyright Springer Science & Business Media 2017 Structural and Multidisciplinary Optimization is a copyright of Springer, (2017). All Rights Reserved. |
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| Keywords | Topology optimization Design-dependent load Mixed integer programming Global optimization Self-weight load Second-order cone programming |
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| References | BruyneelMDuysinxPNote on topology optimization of continuum structures including self-weightStruct Multidiscip Optim20052924525610.1007/s00158-004-0484-y StolpeMTruss optimization with discrete design variables: a critical reviewStruct Multidiscip Optim201653349374346135410.1007/s00158-015-1333-x MelaKResolving issues with member buckling in truss topology optimization using a mixed variable approachStruct Multidiscip Optim20145010371049333367610.1007/s00158-014-1095-x ChangCChenAThe gradient projection method for structural topology optimization including density-dependent forceStruct Multidiscip Optim201450645657325847910.1007/s00158-014-1078-y Gurobi Optimization, Inc. Gurobi optimizer reference manual. http://www.gurobi.com/ (Accessed September 2016) RozvanyGINOptimal plastic design: allowance for selfweightJ Eng Mech Div (ASCE)197710311651170 BendsøeMPBen-TalAZoweJOptimization methods for truss geometry and topology designStruct Optim1994714115910.1007/BF01742459 IBM ILOG User’s Manual for CPLEX. http://www.ilog.com/ (Accessed September 2016) KannoYDamper placement optimization in a shear building model with discrete design variables: a mixed-integer second-order cone programming approachEarthquake Eng Struct Dyn2013421657167610.1002/eqe.2292 Kočvara M (to appear) Truss topology design by linear conic optimization. In: Terlaky T, Anjos M F, Ahmed S (eds) Advances and trends in optimization with engineering applications. SIAM, Philadelphia KannoYGlobal optimization of trusses with constraints on number of different cross-sections: a mixed-integer second-order cone programming approachComput Optim Appl201663203236344134910.1007/s10589-015-9766-01343.90070 KannoYTopology optimization of tensegrity structures under self-weight loadsJ Oper Res Soc Jpn20125512514529878141278.74138 Ben-TalANemirovskiALectures on modern convex optimization: analysis, algorithms, and engineering applications2001PhiladelphiaSIAM10.1137/1.97808987188290986.90032 KannoYMixed-integer second-order cone programming for global optimization of compliance of frame structure with discrete design variablesStruct Multidiscip Optim201654301316351857210.1007/s00158-016-1406-5 HolmbergEThoreC-JKlarbringAWorst-case topology optimization of self-weight loaded structures using semi-definite programmingStruct Multidiscip Optim201552915928343331110.1007/s00158-015-1285-1 Mela K, Koski J (2013) Distributed loads in truss topology optimization. In: The 10th World congress on structural and multidisciplinary optimization (WCSMO 10), paper No. 5216. Orlando 1657_CR5 M Bruyneel (1657_CR3) 2005; 29 Y Kanno (1657_CR11) 2016; 54 C Chang (1657_CR4) 2014; 50 M Stolpe (1657_CR16) 2016; 53 GIN Rozvany (1657_CR15) 1977; 103 Y Kanno (1657_CR9) 2013; 42 Y Kanno (1657_CR10) 2016; 63 E Holmberg (1657_CR6) 2015; 52 A Ben-Tal (1657_CR1) 2001 MP Bendsøe (1657_CR2) 1994; 7 K Mela (1657_CR13) 2014; 50 1657_CR14 1657_CR7 Y Kanno (1657_CR8) 2012; 55 1657_CR12 |
| References_xml | – reference: BendsøeMPBen-TalAZoweJOptimization methods for truss geometry and topology designStruct Optim1994714115910.1007/BF01742459 – reference: Kočvara M (to appear) Truss topology design by linear conic optimization. In: Terlaky T, Anjos M F, Ahmed S (eds) Advances and trends in optimization with engineering applications. SIAM, Philadelphia – reference: RozvanyGINOptimal plastic design: allowance for selfweightJ Eng Mech Div (ASCE)197710311651170 – reference: Gurobi Optimization, Inc. Gurobi optimizer reference manual. http://www.gurobi.com/ (Accessed September 2016) – reference: StolpeMTruss optimization with discrete design variables: a critical reviewStruct Multidiscip Optim201653349374346135410.1007/s00158-015-1333-x – reference: MelaKResolving issues with member buckling in truss topology optimization using a mixed variable approachStruct Multidiscip Optim20145010371049333367610.1007/s00158-014-1095-x – reference: BruyneelMDuysinxPNote on topology optimization of continuum structures including self-weightStruct Multidiscip Optim20052924525610.1007/s00158-004-0484-y – reference: Ben-TalANemirovskiALectures on modern convex optimization: analysis, algorithms, and engineering applications2001PhiladelphiaSIAM10.1137/1.97808987188290986.90032 – reference: HolmbergEThoreC-JKlarbringAWorst-case topology optimization of self-weight loaded structures using semi-definite programmingStruct Multidiscip Optim201552915928343331110.1007/s00158-015-1285-1 – reference: IBM ILOG User’s Manual for CPLEX. http://www.ilog.com/ (Accessed September 2016) – reference: KannoYTopology optimization of tensegrity structures under self-weight loadsJ Oper Res Soc Jpn20125512514529878141278.74138 – reference: KannoYGlobal optimization of trusses with constraints on number of different cross-sections: a mixed-integer second-order cone programming approachComput Optim Appl201663203236344134910.1007/s10589-015-9766-01343.90070 – reference: Mela K, Koski J (2013) Distributed loads in truss topology optimization. In: The 10th World congress on structural and multidisciplinary optimization (WCSMO 10), paper No. 5216. Orlando – reference: KannoYMixed-integer second-order cone programming for global optimization of compliance of frame structure with discrete design variablesStruct Multidiscip Optim201654301316351857210.1007/s00158-016-1406-5 – reference: ChangCChenAThe gradient projection method for structural topology optimization including density-dependent forceStruct Multidiscip Optim201450645657325847910.1007/s00158-014-1078-y – reference: KannoYDamper placement optimization in a shear building model with discrete design variables: a mixed-integer second-order cone programming approachEarthquake Eng Struct Dyn2013421657167610.1002/eqe.2292 – volume: 55 start-page: 125 year: 2012 ident: 1657_CR8 publication-title: J Oper Res Soc Jpn doi: 10.15807/jorsj.55.125 – volume: 53 start-page: 349 year: 2016 ident: 1657_CR16 publication-title: Struct Multidiscip Optim doi: 10.1007/s00158-015-1333-x – volume: 7 start-page: 141 year: 1994 ident: 1657_CR2 publication-title: Struct Optim doi: 10.1007/BF01742459 – ident: 1657_CR5 – ident: 1657_CR7 – volume: 54 start-page: 301 year: 2016 ident: 1657_CR11 publication-title: Struct Multidiscip Optim doi: 10.1007/s00158-016-1406-5 – volume: 103 start-page: 1165 year: 1977 ident: 1657_CR15 publication-title: J Eng Mech Div (ASCE) doi: 10.1061/JMCEA3.0002304 – volume: 50 start-page: 645 year: 2014 ident: 1657_CR4 publication-title: Struct Multidiscip Optim doi: 10.1007/s00158-014-1078-y – volume: 63 start-page: 203 year: 2016 ident: 1657_CR10 publication-title: Comput Optim Appl doi: 10.1007/s10589-015-9766-0 – volume: 29 start-page: 245 year: 2005 ident: 1657_CR3 publication-title: Struct Multidiscip Optim doi: 10.1007/s00158-004-0484-y – volume: 50 start-page: 1037 year: 2014 ident: 1657_CR13 publication-title: Struct Multidiscip Optim doi: 10.1007/s00158-014-1095-x – volume-title: Lectures on modern convex optimization: analysis, algorithms, and engineering applications year: 2001 ident: 1657_CR1 doi: 10.1137/1.9780898718829 – ident: 1657_CR12 – volume: 42 start-page: 1657 year: 2013 ident: 1657_CR9 publication-title: Earthquake Eng Struct Dyn doi: 10.1002/eqe.2292 – volume: 52 start-page: 915 year: 2015 ident: 1657_CR6 publication-title: Struct Multidiscip Optim doi: 10.1007/s00158-015-1285-1 – ident: 1657_CR14 |
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| SubjectTerms | Brief Note Computational Mathematics and Numerical Analysis Design optimization Engineering Engineering Design Global optimization Integers Nonlinear programming Theoretical and Applied Mechanics Topology optimization Trusses Weight |
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| Title | A note on truss topology optimization under self-weight load: mixed-integer second-order cone programming approach |
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