Finding member connectivities and nodal positions of tensegrity structures based on force density method and mixed integer nonlinear programming

被引:38
作者
Xu, Xian [1 ]
Wang, Yafeng [2 ]
Luo, Yaozhi [3 ]
机构
[1] Zhejiang Univ, Dept Civil Engn, A-725 Anzhong Bldg,866 Yuhangtang Rd, Hangzhou 310058, Zhejiang, Peoples R China
[2] Zhejiang Univ, Dept Civil Engn, A-818 Anzhong Bldg,866 Yuhangtang Rd, Hangzhou 310058, Zhejiang, Peoples R China
[3] Zhejiang Univ, Dept Civil Engn, A-821 Anzhong Bldg,866 Yuhangtang Rd, Hangzhou 310058, Zhejiang, Peoples R China
关键词
Tensegrity structures; Member connectivities; Nodal positions; Optimization; Mixed integer nonlinear programming; FINITE-ELEMENT; ALGORITHM; OPTIMIZATION; SYSTEMS; DESIGN;
D O I
10.1016/j.engstruct.2018.03.063
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An optimization approach based on force density method and mixed integer nonlinear programming is proposed for optimization of tensegrity structures on member connectivities and nodal positions. The member connectivities, nodal coordinates and force densities are simultaneously used as design variables and the number of nodes is the only necessary parameter needed to be given in advance, The proposed approach possesses a general-purpose formulation which can be degenerated into both conversional form-finding formulation and previous member connectivities-finding formulation. Various properties such as the number of cables, nodal coordinates and evenness of member internal forces can be controlled and optimized by introducing appropriate constraints and objective functions. Numerical examples are carried out to verify the proposed approach and illustrate that not only classical tensegrity systems but also novel tensegrity systems can be obtained by the proposed approach.
引用
收藏
页码:240 / 250
页数:11
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