[1]
Y.M. Xie, G.P. Steven, A simple evolutionary procedure for structural optimization, Comput. Struct. 49 (1993) 885-896.
DOI: 10.1016/0045-7949(93)90035-c
Google Scholar
[2]
O.M. Querin, Evolutionary Structural Optimisation: Stress Based Formulation and Implementation, in Department of Aeronautical Engineering. 1997, University of Sydney.
Google Scholar
[3]
O.M. Querin, G.P. Steven, Y.M. Xie, Evolutionary structural optimisation using an additive algorithm, Finite Elem. Anal. Des. 34 (2000) 291-308.
DOI: 10.1016/s0168-874x(99)00044-x
Google Scholar
[4]
O.M. Querin, V. Young, G.P. Steven, Y.M. Xie, Computational efficiency and validation of bi-directional evolutionary structural optimisation, Comput. Methods Appl. Mech. Eng. 189 (2000) 559-573.
DOI: 10.1016/s0045-7825(99)00309-6
Google Scholar
[5]
O.M. Querin, G.P. Steven, Y.M. Xie, Evolutionary structural optimisation (ESO) using a bidirectional algorithm, Eng. Computation, 15 (1998) 1031-1048.
DOI: 10.1108/02644409810244129
Google Scholar
[6]
Stojanov, D., B.G. Falzon, X.H. Wu, W. Yan, Implementing a structural continuity constraint and a halting method for the topology optimization of energy absorbers. Struct. Multidiscipl. Optim. 54 (2016) 429-448.
DOI: 10.1007/s00158-016-1451-0
Google Scholar
[7]
X. Huang, Y.M. Xie, M.C. Burry, A New Algorithm for Bi-Directional Evolutionary Structural Optimization, JSME Int. J. C Mechanical Systems, Machine Elements and Manufacturing, 49 (2006) 1091-1099.
DOI: 10.1299/jsmec.49.1091
Google Scholar
[8]
O. Sigmund, J. Petersson, Numerical instabilities in topology optimization: A survey on procedures dealing with checkerboards, mesh-dependencies and local minima, Struct. Optim. 16(1998) 68-75.
DOI: 10.1007/bf01214002
Google Scholar
[9]
X. Huang, Y.M. Xie, Convergent and mesh-independent solutions for the bi-directional evolutionary structural optimization method, Finite Elem. Anal. Des. 43(2007) 1039-1049.
DOI: 10.1016/j.finel.2007.06.006
Google Scholar
[10]
Z.H. Zuo, Y.M. Xie, X. Huang, An improved bi-directional evolutionary topology optimization method for frequencies, Int. J. Struct. Stability Dynamics 10(2010) 55-75.
DOI: 10.1142/s0219455410003415
Google Scholar
[11]
Z. Zuo, Y. Xie, X. Huang, Evolutionary Topology Optimization of Structures with Multiple Displacement and Frequency Constraints, Advances in Structural Engineering 15 (2012) 359-372.
DOI: 10.1260/1369-4332.15.2.359
Google Scholar
[12]
SIMULIA, Abaqus Documentation version 6. 11. 2011: SIMULIA (Dassault Systems).
Google Scholar
[13]
Q. Li, G.P. Steven, Y.M. Xie, On equivalence between stress criterion and stiffness criterion in evolutionary structural optimization, Struct. Optim. 18 (1999) 67-73.
DOI: 10.1007/bf01210693
Google Scholar
[14]
T. Lewiński, M. Zhou, G.I.N. Rozvany, Extended exact solutions for least-weight truss layouts—Part I: Cantilever with a horizontal axis of symmetry, Int. J. Mech. Sci. 36 (1994) 375-398.
DOI: 10.1016/0020-7403(94)90043-4
Google Scholar