参考文献/References:
[1]FENG Xiaodong,GUO Shaohua. A novel method of determining the sole configuration of tensegrity structures[J].Mechanics Research Communications,2015,69: 66-78.
[2]ZHANG Liyuan,ZHAO Zilong,ZHANG Qingdong,et al. Chirality induced by structural transformation in a tensegrity: theory and experiment[J].Journal of Applied Mechanics-transactions of The Asme,2016,83: 1-7.
[3]张福,张天昊,吴明儿,等. 环向张拉弹性肋可展结构概念与初步分析[J].载人航天,2020,26(1):94-99.
ZHANG Fu,ZHANG Tianhao,WU Minger,et al. Concept and preliminary analysis of a deployable structure with circularly tensioned elastic ribs[J].Manned Spaceflight,2020,26(1):94-99.
[4]车士俊. 六杆张拉机器人变形与运动分析[D].哈尔滨:哈尔滨工程大学,2018.
CHE Shijun. Deformation and motion analysis of six-bar tensegrity robot[D].Harbin: Harbin Engineering University,2018.
[5]冯晓东,罗尧治,丁毅,等. 基于共旋坐标法的张拉整体结构弹塑性静力分析[J].华南理工大学学报(自然科学版),2019,47(11): 122-129.
FENG Xiaodong,LUO Yaozhi,DING Yi,et al. Static elasto-plastic analysis of tensegrity structures based on corotational formulation[J].Journal of South China University of Technology(Natural Science Edition),2019,47(11): 122-129.
[6]蔡建国. 新型可展结构形态分析与运动过程研究[D].南京:东南大学,2012.
CAI Jianguo. Shape and sterss analyses and moving process research of new types of deployables structuers[D].Nanjing: Southeast University,2012.
[7]SULTAN Cornel. Tensegrity deployment using infinitesimal mechanisms[J].International Journal of Solids and Structures,2014,51(21/22): 3653-3668.
[8]KAN Ziyun,PENG Haijun,CHEN Biaoshong,et al. A sliding cable element of multibody dynamics with application to nonlinear dynamic deployment analysis of clustered tensegrity[J].International Journal of Solids and Structures,2018,130/131: 61-79.
[9]ZHANG Liang,GAO Qiang,LIU Yin,et al. An efficient finite element formulation for nonlinear analysis of clustered tensegrity[J].Engineering Computations,2016,33(1): 252-273.
[10]肖特. 可展圆柱形张拉整体结构的构型及研究[D].哈尔滨:哈尔滨工程大学,2018.
XIAO Te. The configuration and research of developable cylindrical-type tensegrity structure[D].Harbin:Harbin Engineering University,2018.
[11]李冰岩. 可展开环形张拉整体天线机构设计与分析[D].哈尔滨:哈尔滨工业大学,2015.
LI Bingyan. Design and analysis of depioyable annular tensegrity antenna[D].Harbin: Harbin Institute of Technology,2015.
[12]罗阿妮,刘贺平,星形张拉整体可展结构分析[J].空间科学学报,2019,39(2): 222-227.
LUO Ani,LIU Heping. Analysis for the star-tensegrity deployable structure[J].Chinese Journal of Space science,2019,39(2): 222-227.
[13]LIU Heping,CHEN Hongxi,LUO Ani. Research on driving method of four-bar tensegrity mechanism[C].//2017 IEEE International Conference on Mechatronics and Automation(ICMA),Japan: Takamatsu: IEEE,2017.
[14]丁承先,段元锋,吴东岳. 向量式结构力学[M].北京:科学出版社,2012.
DING Chengxian,DUAN Yuanfeng,WU Dongyue. Vector Mechanics of Structures[M].Beijing: Science Press,2012.
[15]孙训方. 材料力学[M].北京:高等教育出版社,2002.
SUN Xunfang. Mechanics of Materials[M].Beijing: Higher Education Press,2002.
[16]PELLEGRINO S,CALLADINE C R. Matrix analysis of statically and kinematically indeterminate frameworks[J].International Journal of Solids & Structures,1986,22(4): 409-428.
[17]许贤. 张拉整体结构的形态理论与控制方法研究[D].杭州:浙江大学,2009.
XU Xian. Morphology and control of tensegrity structures[D].Hangzhou: Zhejiang University,2009.
[18]CALLADINE C R,Pellegrino S. First-order infinitesimal mechanisms[J].International Journal of Solids and Structures,1991,27(4):505-515.
[19]冯晓东,赵容舟,黄世荣,等. 具有约束支撑的张拉整体结构初始找形方法[J].绍兴文理学院学报(自然科学),2018,38(2):72-81.
FENG Xiaodong,ZHAO Rongzhou,HUANG Shirong,et al. Form-finding method of tensegrity structures with constrained supports[J].Journal of Shaoxing University,2018,38(2):72-81.
[20]ZHANG J Y,OHSAKI M,KANNO Y. A direct approach to design of geometry and forces of tensegrity systems[J].International Journal of Solids and Structures,2006,43(7/8):2260-2278.
(编辑 吴海西 沈 波)
相似文献/References:
[1]冯晓东,周倩倩,章万鹏,等.一种空间六杆张拉整体结构找形分析与设计[J].西安建筑科技大学学报(自然科学版),2020,52(03):343.[doi:10.15986/j.1006-7930.2020.03.006]
FENG Xiaodong,ZHOU Qianqian,ZHANG Wanpeng,et al.A form finding analysis and design of a spatial six-bar tensegrity structure[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2020,52(03):343.[doi:10.15986/j.1006-7930.2020.03.006]
[2]冯晓东,杨伟家,李锋,等.基于二次奇异值分解法的张拉整体结构找形分析[J].西安建筑科技大学学报(自然科学版),2021,53(04):502.[doi:10.15986/j.1006-7930.2021.04.006]
FENG Xiaodong,YANG Weijia,LI Feng,et al.Form-finding analysis of tensegrity structure based on quadratic singular value decomposition method[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2021,53(03):502.[doi:10.15986/j.1006-7930.2021.04.006]
[3]冯晓东,撒剑波,郑亦汶,等.基于量子天牛须搜索的张拉整体结构预应力优化研究[J].西安建筑科技大学学报(自然科学版),2023,55(03):350.[doi:10.15986/j.1006-7930.2023.03.005
]
FENG Xiaodong,SA Jianbo,ZHENG Yiwen,et al.Research on prestress optimization of tensegrity structures based on quantum beetle antennae search algorithm[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2023,55(03):350.[doi:10.15986/j.1006-7930.2023.03.005
]