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

机译:基于力密度法和混合整数非线性规划的张拉结构构件连接性和节点位置

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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.
机译:提出了一种基于力密度法和混合整数非线性规划的优化方法,以优化构件连接点和节点位置的张紧结构。同时将构件的连接性,节点坐标和力密度用作设计变量,节点数是需要事先给出的唯一必要参数,该方法具有通用形式,可以简化为两种转换形式:寻找公式和先前的成员连接性查找公式。通过引入适当的约束和目标函数,可以控制和优化各种属性,例如电缆的数量,节点坐标和构件内力的均匀性。数值算例验证了该方法的有效性,并说明该方法不仅可以得到经典的张力系统,而且可以得到新颖的张力系统。

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