参考文献/References:
[1] BENDSOE M P,KIKUCHI N.Generating optimal topologies in structural design using a homogenization method [J].Computer Methods in Applied Mechanics and Engineering,1988,71(2):197-224.
[2] XIE Yimin,STEVEN G P.A simple evolutionary procedure for structural optimization [J].Computers and Structures,1993,49(5):885-896.
[3] 程耿东,张东旭.受应力约束的平面体的拓扑优化[J].大连理工大学学报(自然科学版),1995,35(1):1-9.
[4] SUI Yunkang,YANG Deqing.New method for structural topological optimization based on the concept of independent continuous variables and smooth model [J].Acta Mechanics Sinica,1998,18(2):179-185.
[5] SETHIAN J A,WIEGMANN A.Structural boundary design via level set and immersed interface methods[J].Journal of Computational Physics,2000,163(2):489-528.
[6] 荣见华,梁清泉,杨端生.基于结构拓扑随机变异的水平集优化方法[J].力学学报,2007,39(6):796-803.
[7] 周克民,李俊峰,李霞.结构拓扑优化研究方法综述[J].力学进展,2005,35(1):69-76.
[8] 周克民,胡云昌.利用有限元构造Michell桁架的一种方法[J].力学学报,2002,34(6):935-944.
[9] 张莉,周克民.基于类桁架连续体的结构拓扑优化方法与应用[J].应用力学学报,2007,24(3):412-416.
[10] ZHOU Kemin,LI Xia.Topology optimization of structures under multiple load cases using a fiber-reinforced composite material model [J].Computational Mechanics,2005,38(2):163-170.
[11] 李霞,周克民.基于类桁架材料模型优化方法计算稳定性研究[J].湖北大学学报(自然科学版),2013,35(3):315-319.