Skip to main content
Top
Published in: Engineering with Computers 2/2024

12-05-2023 | Original Article

A novel robust stress-based multimaterial topology optimization model for structural stability framework using refined adaptive continuation method

Authors: Thanh T. Banh, Qui X. Lieu, Joowon Kang, Youngkyu Ju, Soomi Shin, Dongkyu Lee

Published in: Engineering with Computers | Issue 2/2024

Log in

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

Considering both stress and stability factors in topology optimization is of great importance from both theoretical and practical perspectives. This work proposes an efficient stress-based structural stability approach to the topology optimization framework using multiple materials. Specifically, descriptions of the multimaterial structure’s layout defining interpolated material tensors are performed using the generalized solid isotropic material with the penalization (SIMP) method. To achieve this, a rule for determining the difference between solid and empty regions is used to keep the buckling constraint active while avoiding the appearance of pseudo modes. Also, an extendedly refined adaptive continuation method (RACM) is developed for the first time for multimaterial problems under stability constraints to determine the penalization parameter values so that the buckling constraints are appropriately considered throughout the optimization process. This automatic scheme for adjusting the penalization parameter is introduced to deal with the conflict between structural stiffness and stability requirements, thus achieving better designs. In addition, the von Mises stresses of the elements are aggregated using a P-norm function to measure the global stress level. The density filter is then utilized to suppress the checkerboard formation in each topological phase of the current approach’s material distribution. The method of moving asymptotes (MMA) is used as an optimizer to update density design variables in the optimization process. The mathematical expressions of the proposed method are delivered in detail. Several numerical examples are presented to illustrate the effectiveness of the proposed method. Overall, the proposed approach considers both stress and stability factors rigorously and systematically, and the results demonstrate its effectiveness in producing better designs in topology optimization problems involving multiple materials.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Literature
1.
go back to reference Bendsøe MP, Kikuchi N (1988) Generating optimal topologies in structural design using a homogenization method. Comput Methods Appl Mech Eng 71:197–224MathSciNet Bendsøe MP, Kikuchi N (1988) Generating optimal topologies in structural design using a homogenization method. Comput Methods Appl Mech Eng 71:197–224MathSciNet
2.
go back to reference Zhou M, Alexandersen J, Sigmund O, Pedersen CBW (2016) Industrial application of topology optimization for combined conductive and convective heat transfer problems. Struct Multidiscip Optim 54:1045–1060 Zhou M, Alexandersen J, Sigmund O, Pedersen CBW (2016) Industrial application of topology optimization for combined conductive and convective heat transfer problems. Struct Multidiscip Optim 54:1045–1060
3.
go back to reference Regazzoni F, Parolini N, Verani M (2018) Topology optimization of multiple anisotropic materials, with application to self-assembling diblock copolymers. Comput Methods Appl Mech Eng 338:562–596MathSciNet Regazzoni F, Parolini N, Verani M (2018) Topology optimization of multiple anisotropic materials, with application to self-assembling diblock copolymers. Comput Methods Appl Mech Eng 338:562–596MathSciNet
4.
go back to reference Cui M, Luo C, Li G (2021) The parameterized level set method for structural topology optimization with shape sensitivity constraint factor. Eng Comput 37:855–872 Cui M, Luo C, Li G (2021) The parameterized level set method for structural topology optimization with shape sensitivity constraint factor. Eng Comput 37:855–872
5.
go back to reference Li W, Wang GG (2022) Elephant herding optimization using dynamic topology and biogeography-based optimization based on learning for numerical optimization. Eng Comput 38:1585–1613 Li W, Wang GG (2022) Elephant herding optimization using dynamic topology and biogeography-based optimization based on learning for numerical optimization. Eng Comput 38:1585–1613
6.
go back to reference Xia L, Huang X, Xie YM (2016) Bi-directional evolutionary structural optimization on advanced structures and materials: a comprehensive review. Arch Comput Methods Eng 25:437–478MathSciNet Xia L, Huang X, Xie YM (2016) Bi-directional evolutionary structural optimization on advanced structures and materials: a comprehensive review. Arch Comput Methods Eng 25:437–478MathSciNet
7.
go back to reference Han YS, Xu B, Zhao L, Xie YM (2019) Topology optimization of continuum structures under hybrid additive-subtractive manufacturing constraints. Struct Multidiscip Optim 60:2571–2595 Han YS, Xu B, Zhao L, Xie YM (2019) Topology optimization of continuum structures under hybrid additive-subtractive manufacturing constraints. Struct Multidiscip Optim 60:2571–2595
8.
go back to reference Gai Y, Zhu X, Zhang YJ (2020) Explicit isogeometric topology optimization based on moving morphable voids with closed B-spline boundary curves. Struct Multidiscip Optim 61:963–982MathSciNet Gai Y, Zhu X, Zhang YJ (2020) Explicit isogeometric topology optimization based on moving morphable voids with closed B-spline boundary curves. Struct Multidiscip Optim 61:963–982MathSciNet
9.
go back to reference Olhoff N, Rasmussen SH (1977) On single and bimodal optimum buckling loads of clamped columns. Int J Solids Struct 13:605–614 Olhoff N, Rasmussen SH (1977) On single and bimodal optimum buckling loads of clamped columns. Int J Solids Struct 13:605–614
10.
go back to reference Cox S, Overton M (1992) On the optimal design of columns against buckling. SIAM J Math Anal 23:287–325MathSciNet Cox S, Overton M (1992) On the optimal design of columns against buckling. SIAM J Math Anal 23:287–325MathSciNet
11.
go back to reference Cox PG, Hu KK (1995) The shape of the ideal column reconsidered. Math Intell 15:62–67MathSciNet Cox PG, Hu KK (1995) The shape of the ideal column reconsidered. Math Intell 15:62–67MathSciNet
12.
go back to reference Rozvany G (1996) Difficulties in topology optimization with stress, local buckling and system stability constraints. Struct Optim 11:213–217 Rozvany G (1996) Difficulties in topology optimization with stress, local buckling and system stability constraints. Struct Optim 11:213–217
13.
go back to reference Ohsaki M, Ikeda K (2007) Stability and optimization of structures: generalized sensitivity analysis. Mechanical Engineering Series. Springer, Berlin Ohsaki M, Ikeda K (2007) Stability and optimization of structures: generalized sensitivity analysis. Mechanical Engineering Series. Springer, Berlin
14.
go back to reference Neves MM, Rodrigues H, Guedes JM (1995) Generalized topology design of structures with a buckling load criterion. Struct Optim 10:71–78 Neves MM, Rodrigues H, Guedes JM (1995) Generalized topology design of structures with a buckling load criterion. Struct Optim 10:71–78
15.
go back to reference Min SJ, Kikuchi N (1997) Optimal reinforcement design of structures under the buckling load using the homogenization design method. Struct Eng Mech 105:565–76 Min SJ, Kikuchi N (1997) Optimal reinforcement design of structures under the buckling load using the homogenization design method. Struct Eng Mech 105:565–76
16.
go back to reference Neves MM, Sigmund O, Bendsøe MP (2002) Topology optimization of periodic microstructures with a penalization of highly localized buckling modes. Int J Numer Method Eng 54:809–834MathSciNet Neves MM, Sigmund O, Bendsøe MP (2002) Topology optimization of periodic microstructures with a penalization of highly localized buckling modes. Int J Numer Method Eng 54:809–834MathSciNet
17.
go back to reference Rodrigues H, Guedes H, Bendsoe MP (2002) Hierarchical optimization of material and structure. Struct Multidiscip Optim 24:1–10 Rodrigues H, Guedes H, Bendsoe MP (2002) Hierarchical optimization of material and structure. Struct Multidiscip Optim 24:1–10
18.
go back to reference Coelho PG, Guedes PR, Guedes JM (2008) A hierarchical model for concurrent material and topology optimisation of three-dimensional structures. Struct Multidiscip Optim 35:107–115 Coelho PG, Guedes PR, Guedes JM (2008) A hierarchical model for concurrent material and topology optimisation of three-dimensional structures. Struct Multidiscip Optim 35:107–115
19.
go back to reference Rahmatalla S, Swan C (2003) Continuum topology optimization of buckling-sensitive structures. AIAA J 41:1180–1189 Rahmatalla S, Swan C (2003) Continuum topology optimization of buckling-sensitive structures. AIAA J 41:1180–1189
20.
go back to reference Browne PA, Budd C, Gould NIM, Kim HA, Scott JA (2012) A fast method for binary programming using first-order derivatives, with application to topology optimization with buckling constraints. Int J Numer Methods Eng 41:1026–1043MathSciNet Browne PA, Budd C, Gould NIM, Kim HA, Scott JA (2012) A fast method for binary programming using first-order derivatives, with application to topology optimization with buckling constraints. Int J Numer Methods Eng 41:1026–1043MathSciNet
21.
go back to reference Thomsen CR, Wang F, Sigmund O (2018) Buckling strength topology optimization of 2D periodic materials based on linearized bifurcation analysis. Comput Methods Appl Mech Eng 339:115–136MathSciNet Thomsen CR, Wang F, Sigmund O (2018) Buckling strength topology optimization of 2D periodic materials based on linearized bifurcation analysis. Comput Methods Appl Mech Eng 339:115–136MathSciNet
22.
go back to reference Ferrari F, Sigmund O (2019) Revisiting topology optimization with buckling constraints. Struct Multidiscip Optim 59:1401–1415MathSciNet Ferrari F, Sigmund O (2019) Revisiting topology optimization with buckling constraints. Struct Multidiscip Optim 59:1401–1415MathSciNet
23.
go back to reference Ferrari F, Sigmund O, Guest JK (2021) Topology optimization with linearized buckling criteria in 250 lines of Matlab. Struct Multidiscip Optim 63:3045–3066MathSciNet Ferrari F, Sigmund O, Guest JK (2021) Topology optimization with linearized buckling criteria in 250 lines of Matlab. Struct Multidiscip Optim 63:3045–3066MathSciNet
24.
go back to reference Nguyen MN, Hoang VN, Lee D (2022) Concurrent topology optimization of coated structure for non-homogeneous materials under buckling criteria. Eng Comput 38:5635–5656 Nguyen MN, Hoang VN, Lee D (2022) Concurrent topology optimization of coated structure for non-homogeneous materials under buckling criteria. Eng Comput 38:5635–5656
25.
go back to reference Nguyen MN, Hoang VN, Lee D (2023) Multiscale topology optimization with stress, buckling and dynamic constraints using adaptive geometric components. Thin-Walled Struct 183:110405 Nguyen MN, Hoang VN, Lee D (2023) Multiscale topology optimization with stress, buckling and dynamic constraints using adaptive geometric components. Thin-Walled Struct 183:110405
26.
go back to reference Bendsoe MP, Sigmund O (2003) Topology optimization: theory, methods, and applications. Springer, New York Bendsoe MP, Sigmund O (2003) Topology optimization: theory, methods, and applications. Springer, New York
27.
go back to reference Doan QH, Lee D (2017) Optimum topology design of multimaterial structures with non-spurious buckling constraints. Adv Eng Softw 114:110–120 Doan QH, Lee D (2017) Optimum topology design of multimaterial structures with non-spurious buckling constraints. Adv Eng Softw 114:110–120
28.
go back to reference Doan QH, Lee D, Lee J (2019) Design of buckling constrained multiphase material structures using continuum topology optimization. Meccanica 54:1179–1201MathSciNet Doan QH, Lee D, Lee J (2019) Design of buckling constrained multiphase material structures using continuum topology optimization. Meccanica 54:1179–1201MathSciNet
29.
go back to reference Zhou M (2004) Topology optimization for shell structures with linear buckling responses. In: Proceedings of WCCM VI in conjunction with APCOM’04, Beijing, China, pp 795–800 Zhou M (2004) Topology optimization for shell structures with linear buckling responses. In: Proceedings of WCCM VI in conjunction with APCOM’04, Beijing, China, pp 795–800
30.
go back to reference Gao X, Ma H (2015) Topology optimization of continuum structures under buckling constraints. Comput Struct 157:142–152 Gao X, Ma H (2015) Topology optimization of continuum structures under buckling constraints. Comput Struct 157:142–152
31.
go back to reference Pian THH (1964) Derivation of element stiffness matrices by assumed stress distributions. AIAA J 2:1333–1336 Pian THH (1964) Derivation of element stiffness matrices by assumed stress distributions. AIAA J 2:1333–1336
32.
go back to reference Pian THH, Sumihara K (1984) Rational approach for assumed stress finite elements. Int J Numer Methods Eng 20:1685–1695 Pian THH, Sumihara K (1984) Rational approach for assumed stress finite elements. Int J Numer Methods Eng 20:1685–1695
33.
go back to reference Gao X, Li L (2017) An adaptive continuation method for topology optimization of continuum structures considering buckling constraints. Int J Appl Mech 9:1750092 Gao X, Li L (2017) An adaptive continuation method for topology optimization of continuum structures considering buckling constraints. Int J Appl Mech 9:1750092
34.
go back to reference Duysinx P, Bendsøe MP (1998) Topology optimization of continuum structures with local stress constraints. Int J Numer Methods Eng 43:1453–1478MathSciNet Duysinx P, Bendsøe MP (1998) Topology optimization of continuum structures with local stress constraints. Int J Numer Methods Eng 43:1453–1478MathSciNet
35.
go back to reference Kirsch U (1990) On singular topologies in optimum structural design. Struct Optim 2:133–142 Kirsch U (1990) On singular topologies in optimum structural design. Struct Optim 2:133–142
36.
go back to reference Cheng G, Jiang Z (1992) Study on topology optimization with stress constraints. Eng Optim 20:129–148 Cheng G, Jiang Z (1992) Study on topology optimization with stress constraints. Eng Optim 20:129–148
37.
go back to reference Yang RJ, Chen CJ (1996) Stress-based topology optimization. Struct Optim 12:98–105 Yang RJ, Chen CJ (1996) Stress-based topology optimization. Struct Optim 12:98–105
38.
go back to reference Luo Y, Wang M, Kang Z (2013) An enhanced aggregation method for topology optimization with local stress constraints. Comput Methods Appl Mech Eng 254:31–41MathSciNet Luo Y, Wang M, Kang Z (2013) An enhanced aggregation method for topology optimization with local stress constraints. Comput Methods Appl Mech Eng 254:31–41MathSciNet
39.
go back to reference Kiyono CY, Vatanabe SL, Reddy JN (2016) A new multi-p-norm formulation approach for stress-based topology optimization design. Compos Struct 156:10–19 Kiyono CY, Vatanabe SL, Reddy JN (2016) A new multi-p-norm formulation approach for stress-based topology optimization design. Compos Struct 156:10–19
40.
go back to reference Cheng G, Guo X (1997) epsilon-relaxed approach in structural topology optimization. Struct Multidiscip Optim 13:258–266 Cheng G, Guo X (1997) epsilon-relaxed approach in structural topology optimization. Struct Multidiscip Optim 13:258–266
41.
go back to reference Bruggi M (2008) On an alternative approach to stress constraints relaxation in topology optimization. Struct Multidiscip Optim 36:125–141MathSciNet Bruggi M (2008) On an alternative approach to stress constraints relaxation in topology optimization. Struct Multidiscip Optim 36:125–141MathSciNet
42.
go back to reference Bruggi M, Duysinx P (2012) Topology optimization for minimum weight with compliance and stress constraints. Struct Multidiscip Optim 46:369–384MathSciNet Bruggi M, Duysinx P (2012) Topology optimization for minimum weight with compliance and stress constraints. Struct Multidiscip Optim 46:369–384MathSciNet
43.
go back to reference Paris J, Navarrina F, Casteleiro M (2009) Topology optimization of continuum structures with local and global stress constraints. Struct Multidiscip Optim 39:419–437MathSciNet Paris J, Navarrina F, Casteleiro M (2009) Topology optimization of continuum structures with local and global stress constraints. Struct Multidiscip Optim 39:419–437MathSciNet
44.
go back to reference Holmberg E, Torstenfelt B, Klarbring A (2013) Stress constrained topology optimization. Struct Multidiscip Optim 48:33–47MathSciNet Holmberg E, Torstenfelt B, Klarbring A (2013) Stress constrained topology optimization. Struct Multidiscip Optim 48:33–47MathSciNet
45.
go back to reference Nguyen HS, Kim HG (2020) Stress-constrained shape and topology optimization with the level set method using trimmed hexahedral meshes. Comput Methods Appl Mech Eng 366:113061MathSciNet Nguyen HS, Kim HG (2020) Stress-constrained shape and topology optimization with the level set method using trimmed hexahedral meshes. Comput Methods Appl Mech Eng 366:113061MathSciNet
46.
go back to reference Nguyen HS, Nguyen TN, Nguyen TT (2022) A finite element level-set method for stress-based topology optimization of plate structures. Comput Math Appl 115:26–40MathSciNet Nguyen HS, Nguyen TN, Nguyen TT (2022) A finite element level-set method for stress-based topology optimization of plate structures. Comput Math Appl 115:26–40MathSciNet
47.
go back to reference Le C, Norato J, Bruns T, Ha C, Tortorelli D (2010) Stress-based topology optimization for continua. Struct Multidiscip Optim 41:605–620 Le C, Norato J, Bruns T, Ha C, Tortorelli D (2010) Stress-based topology optimization for continua. Struct Multidiscip Optim 41:605–620
48.
go back to reference Banh TT, Lee D (2018) Multimaterial topology optimization design for continuum structures with crack patterns. Compos Struct 186:193–209 Banh TT, Lee D (2018) Multimaterial topology optimization design for continuum structures with crack patterns. Compos Struct 186:193–209
49.
go back to reference Banh TT, Luu GN, Lieu XQ, Lee JH, Kang J, Lee DK (2021) Multiple bi-directional FGMs topology optimization approach with a preconditioned conjugate gradient multigrid. Steel Compos Struct 41(3):385–402 Banh TT, Luu GN, Lieu XQ, Lee JH, Kang J, Lee DK (2021) Multiple bi-directional FGMs topology optimization approach with a preconditioned conjugate gradient multigrid. Steel Compos Struct 41(3):385–402
50.
go back to reference Wang Y, Luo Z, Kang Z, Zhang N (2015) A multi-material level set-based topology and shape optimization method. Comput Methods Appl Mech Eng 283:1570–1586MathSciNet Wang Y, Luo Z, Kang Z, Zhang N (2015) A multi-material level set-based topology and shape optimization method. Comput Methods Appl Mech Eng 283:1570–1586MathSciNet
51.
go back to reference Liu P, Luo Y, Kang Z (2016) Multi-material topology optimization considering interface behavior via XFEM and level set method. Comput Methods Appl Mech Eng 308:113–133MathSciNet Liu P, Luo Y, Kang Z (2016) Multi-material topology optimization considering interface behavior via XFEM and level set method. Comput Methods Appl Mech Eng 308:113–133MathSciNet
52.
go back to reference Chau KN, Chau KN, Ngo T, Hackl K, Nguyen HX (2018) A polytree-based adaptive polygonal finite element method for multi-material topology optimization. Comput Methods Appl Mech Eng 332:712–739MathSciNet Chau KN, Chau KN, Ngo T, Hackl K, Nguyen HX (2018) A polytree-based adaptive polygonal finite element method for multi-material topology optimization. Comput Methods Appl Mech Eng 332:712–739MathSciNet
53.
go back to reference Lund E (2009) Buckling topology optimization of laminated multimaterial composite shell structures. Compos Struct 91:158–167 Lund E (2009) Buckling topology optimization of laminated multimaterial composite shell structures. Compos Struct 91:158–167
54.
go back to reference Wu C, Fang J, Li Q (2019) Multimaterial topology optimization for thermal buckling criteria. Comput Methods Appl Mech Eng 346:1136–1155 Wu C, Fang J, Li Q (2019) Multimaterial topology optimization for thermal buckling criteria. Comput Methods Appl Mech Eng 346:1136–1155
55.
go back to reference Guo X, Zhang W, Zhong W (2019) Stress-related topology optimization of continuum structures involving multi-phase materials. Comput Methods Appl Mech Eng 268:632–655MathSciNet Guo X, Zhang W, Zhong W (2019) Stress-related topology optimization of continuum structures involving multi-phase materials. Comput Methods Appl Mech Eng 268:632–655MathSciNet
56.
go back to reference Chu S, Xiao M, Gao L, Li H (2019) A level set-based method for stress-constrained multimaterial topology optimization of minimizing a global measure of stress. Int J Numer Methods Eng 268:800–818MathSciNet Chu S, Xiao M, Gao L, Li H (2019) A level set-based method for stress-constrained multimaterial topology optimization of minimizing a global measure of stress. Int J Numer Methods Eng 268:800–818MathSciNet
57.
go back to reference Xu S, Liu J, Zou B, Li Q, Ma Y (2021) Stress constrained multimaterial topology optimization with the ordered SIMP method. Comput Methods Appl Mech Eng 373:113453 Xu S, Liu J, Zou B, Li Q, Ma Y (2021) Stress constrained multimaterial topology optimization with the ordered SIMP method. Comput Methods Appl Mech Eng 373:113453
58.
go back to reference Han Z, Wei K, Gui Z, Ma X, Yang X (2022) Stress-constrained multimaterial topology optimization via an improved alternating active-phase algorithm. Eng Optim 54:113453 Han Z, Wei K, Gui Z, Ma X, Yang X (2022) Stress-constrained multimaterial topology optimization via an improved alternating active-phase algorithm. Eng Optim 54:113453
59.
go back to reference Lawrence EM (1969) Introduction to the mechanics of a continuous medium. Prentice-Hall, Englewood Cliffs Lawrence EM (1969) Introduction to the mechanics of a continuous medium. Prentice-Hall, Englewood Cliffs
60.
go back to reference Zhuang Z, Liu Z, Cheng B, Liao J (2014) Extended finite element method. Elsevier, New York Zhuang Z, Liu Z, Cheng B, Liao J (2014) Extended finite element method. Elsevier, New York
61.
go back to reference Liu GR, Nguyen TT (2010) Smoothed finite element methods. Taylor and Francis Group, New York Liu GR, Nguyen TT (2010) Smoothed finite element methods. Taylor and Francis Group, New York
62.
go back to reference Reddy BD (1998) Introductory functional analysis. Springer, New York Reddy BD (1998) Introductory functional analysis. Springer, New York
63.
go back to reference Svanberg K (1987) The method of moving asymptotes—a new method for structural optimization. Int J Numer Methods Eng 24:359–373MathSciNet Svanberg K (1987) The method of moving asymptotes—a new method for structural optimization. Int J Numer Methods Eng 24:359–373MathSciNet
64.
go back to reference Townsend S, Kim HA (2019) A level set topology optimization method for the buckling of shell structures. Struct Multidiscip Optim 60:1783–1800MathSciNet Townsend S, Kim HA (2019) A level set topology optimization method for the buckling of shell structures. Struct Multidiscip Optim 60:1783–1800MathSciNet
65.
go back to reference Seyranian AP, Lund E, Olhoff N (1994) Multiple eigenvalues in structural optimization problems. Struct Optim 8:207–227 Seyranian AP, Lund E, Olhoff N (1994) Multiple eigenvalues in structural optimization problems. Struct Optim 8:207–227
66.
go back to reference Pedersen NL, Nidlsen AK (2003) Optimization of practical trusses with constraints on eigenfrequencies, displacements, stresses, and buckling. Struct Multidiscip Optim 25:436–445 Pedersen NL, Nidlsen AK (2003) Optimization of practical trusses with constraints on eigenfrequencies, displacements, stresses, and buckling. Struct Multidiscip Optim 25:436–445
67.
go back to reference Jensen JS, Pedersen NL (2006) On maximal eigenfrequency separation in two-material structures: the 1D and 2D scalar cases. J Sound Vib 289:967–986 Jensen JS, Pedersen NL (2006) On maximal eigenfrequency separation in two-material structures: the 1D and 2D scalar cases. J Sound Vib 289:967–986
68.
go back to reference Du J, Olhoff N (2007) Topological design of freely vibrating continuum structures for maximum values of simple and multiple eigenfrequencies and frequency gaps. Struct Multidiscip Optim 34:91–110MathSciNet Du J, Olhoff N (2007) Topological design of freely vibrating continuum structures for maximum values of simple and multiple eigenfrequencies and frequency gaps. Struct Multidiscip Optim 34:91–110MathSciNet
69.
go back to reference Sigmund O (2007) Morphology-based black and white filters for topology optimization. Struct Multidiscip Optim 33:401–424 Sigmund O (2007) Morphology-based black and white filters for topology optimization. Struct Multidiscip Optim 33:401–424
70.
go back to reference Cui M, Zhang Y, Yang X, Luo C (2018) Multi-material proportional topology optimization based on the modified interpolation scheme. Eng Comput 34:287–305 Cui M, Zhang Y, Yang X, Luo C (2018) Multi-material proportional topology optimization based on the modified interpolation scheme. Eng Comput 34:287–305
71.
go back to reference Li D, Kim IY (2018) Multi-material topology optimization for practical lightweight design. Struct Multidiscip Optim 58:1081–1094MathSciNet Li D, Kim IY (2018) Multi-material topology optimization for practical lightweight design. Struct Multidiscip Optim 58:1081–1094MathSciNet
72.
go back to reference Banh TT, Lieu XQ, Lee J, Kang J, Lee D (2023) A robust dynamic unified multi-material topology optimization method for functionally graded structures. Struct Multidiscip Optim 66:25MathSciNet Banh TT, Lieu XQ, Lee J, Kang J, Lee D (2023) A robust dynamic unified multi-material topology optimization method for functionally graded structures. Struct Multidiscip Optim 66:25MathSciNet
73.
go back to reference Xia L, Zhang L, Xia Q, Shi T (2018) Stress-based topology optimization using bi-directional evolutionary structural optimization method. Comput Methods Appl Mech Eng 333:356–370MathSciNet Xia L, Zhang L, Xia Q, Shi T (2018) Stress-based topology optimization using bi-directional evolutionary structural optimization method. Comput Methods Appl Mech Eng 333:356–370MathSciNet
Metadata
Title
A novel robust stress-based multimaterial topology optimization model for structural stability framework using refined adaptive continuation method
Authors
Thanh T. Banh
Qui X. Lieu
Joowon Kang
Youngkyu Ju
Soomi Shin
Dongkyu Lee
Publication date
12-05-2023
Publisher
Springer London
Published in
Engineering with Computers / Issue 2/2024
Print ISSN: 0177-0667
Electronic ISSN: 1435-5663
DOI
https://doi.org/10.1007/s00366-023-01829-4

Other articles of this Issue 2/2024

Engineering with Computers 2/2024 Go to the issue