Dynamic Analysis of the Deployment for Mesh Reflector Antennas Driven With Variable Length Cables

Author(s):  
Xuelin Du ◽  
Jingli Du ◽  
Hong Bao ◽  
Xiaofeng Chen ◽  
Guohui Sun ◽  
...  

Abstract This paper addresses the deployment dynamic analysis of antennas mainly composing of deployable truss and cable net. The antennas are deployed by retracting driving cables, which pass through pulleys fixed on the deployable truss successively. An analytical model is first proposed for the driving cable system where the nodal position and the transmission lengths of the cable segment between two adjacent pulleys are selected as the generalized coordinates. This model could simulate the dynamics of the driving cables with time-varying length. Then, the flexible multibody dynamic model of the deployable antenna including the flexible deployable truss and cable net is established. The absolute nodal coordinate formulation is employed to model the flexible deformation of the truss and the tension of the cable net. The method is demonstrated by analyzing the deployment of a cylindrical mesh antenna. The deployment experiment of the antenna shows that the proposed method can correctly predict the driving force and length variation of the driving cables, the bending deformation of the flexible truss, and the deployment process.

2007 ◽  
Vol 1 (3) ◽  
pp. 491-500 ◽  
Author(s):  
Keisuke KAWAGUTI ◽  
Yoshiaki TERUMICHI ◽  
Shoichiro TAKEHARA ◽  
Stefan KACZMARCZYK ◽  
Kiyoshi SOGABE

2020 ◽  
Vol 2020 (0) ◽  
pp. 513
Author(s):  
Masato TAKEUCHI ◽  
Kensuke HARA ◽  
Hiroshi YAMAURA

Author(s):  
A. L. Schwab ◽  
J. P. Meijaard

Three formulations for a flexible spatial beam element for dynamic analysis are compared: a Timoshenko beam with large displacements and rotations, a fully parametrized element according to the absolute nodal coordinate formulation (ANCF), and an ANCF element based on an elastic line approach. In the last formulation, the shear locking of the antisymmetric bending mode is avoided by the application of either the two-field Hellinger–Reissner or the three-field Hu–Washizu variational principle. The comparison is made by means of linear static deflection and eigenfrequency analyses on stylized problems. It is shown that the ANCF fully parametrized element yields too large torsional and flexural rigidities, and shear locking effectively suppresses the antisymmetric bending mode. The presented ANCF formulation with the elastic line approach resolves most of these problems.


2019 ◽  
Vol 453 ◽  
pp. 214-236 ◽  
Author(s):  
Babak Bozorgmehri ◽  
Vesa-Ville Hurskainen ◽  
Marko K. Matikainen ◽  
Aki Mikkola

2015 ◽  
Vol 51 (6) ◽  
pp. 710-720 ◽  
Author(s):  
Ji-hu Bao ◽  
Peng Zhang ◽  
Chang-ming Zhu

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