Analysis of mechanical properties of spatial thin-walled elastic extension bar

被引:0
作者
Guo Y. [1 ]
Yang H. [2 ]
Guo H. [3 ]
Liu R. [3 ]
Luo A. [2 ]
机构
[1] Beijing Institute of Spacecraft System Engineering, China Academy of Space Technology, Beijing
[2] College of Mechanical and Electrical Engineering, Harbin Engineering University, Harbin
[3] State Key Laboratory of Robotics and System, Harbin Institute of Technology, Harbin
来源
Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology | 2020年 / 52卷 / 01期
关键词
Arc radius; Mechanical property; Simulation analysis; Spatial thin-walled elastic extension bar; Stiffness;
D O I
10.11918/201809017
中图分类号
学科分类号
摘要
To study the mechanical properties of spatial thin-walled elastic extension bar, the change of energy, external load during leveling and flattening and stiffness are analyzed. Firstly, the stiffness of elastic extension bar is theoretically analyzed, and the parameters that affect the stiffness of elastic extension bar are found out. Then, the process of flattening and leveling the elastic extension bar is simulated by ABAQUS, and the influence of various parameters on the stiffness is analyzed by using the control variable method. The simulation results show that the energy variation in the leveling process is basically consistent with that in the flattening process, but the external load required for the flattening is relatively small. With the increase of the radius of arc section, the number of layers and the center distance, the deformation of the elastic extension bar will gradually decrease under the same load. By the analysis of the simulation results, it can be seen that the external load is smaller in the initial stage of flattening and leveling, and the peak value of the external load appears in the final stage of flattening and leveling, and the stiffness of elastic extension bar can be improved effectively by increasing the radius, center distance and the number of layers. © 2020, Editorial Board of Journal of Harbin Institute of Technology. All right reserved.
引用
收藏
页码:107 / 112
页数:5
相关论文
共 18 条
[1]  
Chen W., Introduction to the System and Analysis of Spatial Developable Structures, (2006)
[2]  
Woods A., Wade W., An approach toward design of large diameter offset-fed antennas, The 20th AIAA Structures Conference, (1979)
[3]  
Lemak M.E., Banerjee A.K., Comparison of simulation with test of deployment of a wrapped-rib antenna, The 35th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference, (1994)
[4]  
Williams R.B., Agnes G.S., Lightweight deployable sunshade concepts for passive cooling for space-based telescopes, The 49th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference, (2008)
[5]  
Thomas W.M., Historical perspectives on the development of deployable reflectors, The 50th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference, (2009)
[6]  
Liu R., Guo H., Liu R., Et al., Shape accuracy optimization for cablerib tension deployable antenna structure with tensioned cables, Acta Astronautica, 140, (2017)
[7]  
Kang X., Chen W., Qiu Z., Et al., Modal test and analysis of space thin-walled CFRP pods, Vibration and Shock, 36, 15, (2017)
[8]  
Cai J., Chen W., Zhang D., Et al., Buckling analysis and test of space thin-walled CFRP pods, Journal of Shanghai Jiaotong University, 50, 1, (2016)
[9]  
Li R., Chen W., Fu G., Experimental and mechanical behavior analysis of wound, Engineering Mechanics, 29, 11, (2012)
[10]  
Li R., Chen W., Fu G., Axial compression buckling analysis and test of lens thin-walled CFRP tubes with spatial extension, Journal of Aeronautics and Astronautics, 33, 8, (2012)