Mathematical relationship between mean cable tensions and structural parameters of deployable reflectors

Abstract The main purpose of the paper is to investigate the effects of structural parameters of deployable reflectors on their mean cable tensions. The proportional relations between spatial and plane cable nets are firstly explored on the basis of projection principle. By the means of obtained proportional relations, the analytical expressions between the mean spatial cable tensions and structural parameters of deployable reflectors including aperture, subdivision number and focal length are then derived. In the following, a modified plane projection method is proposed for pretension design of offset reflectors. Finally, numerical simulations are taken to verify the analytical expressions, as well as the modified plane projection method. The results show that the mean spatial cable tensions are predicted accurately by the analytical expressions, and uniform tension distribution is obtained by the modified plane projection method. With the applications of the analytical expressions and the modified plane projection method, the cable tensions can be controlled more flexible and convenient in engineering applications.

[1]  Tuanjie Li,et al.  Form-Finding Analysis and Active Shape Adjustment of Cable Net Reflectors with PZT Actuators , 2014 .

[2]  K. Linkwitz,et al.  Einige Bemerkungen zur Berechnung von vorgespannten Seilnetzkonstruktionen , 1971 .

[3]  Philippe Block,et al.  An overview and comparison of structural form finding methods for general networks , 2012 .

[4]  M. R. Barnes,et al.  Form-finding and analysis of prestressed nets and membranes , 1988 .

[5]  Paulo M. Pimenta,et al.  The natural force density method for the shape finding of taut structures , 2008 .

[6]  Hanqing Deng,et al.  Mesh reflector antennas: form-finding analysis review , 2013 .

[7]  Roland Wüchner,et al.  Practical advances in numerical form finding and cutting pattern generation for membrane structures , 2011 .

[8]  Asme,et al.  A collection of technical papers : 44th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference : 11th AIAA/ASME/AHS Adaptive Structures Forum : 4th AIAA Gossamer Spacecraft Forum : AIAA Dynamics Specialists Conference, Norfolk, Virginia, 7-10 April 2003 , 2003 .

[9]  Tuanjie Li,et al.  Deployment Analysis and Control of Deployable Space Antenna , 2012, AISM 2010.

[10]  John F. Abel,et al.  Initial equilibrium solution methods for cable reinforced membranes part I—formulations , 1982 .

[11]  Ekkehard Ramm,et al.  A General Finite Element Approach to the form Finding of Tensile Structures by the Updated Reference Strategy , 1999 .

[12]  M. Barnes,et al.  Form Finding and Analysis of Tension Structures by Dynamic Relaxation , 1999 .

[13]  Gunnar Tibert,et al.  Optimal design of tension truss antennas , 2003 .

[14]  K. Koohestani Form-finding of tensegrity structures via genetic algorithm , 2012 .

[15]  Bingen Yang,et al.  Optimal Design of Initial Surface Profile of Deployable Mesh Reflectors Via Static Modeling and Quadratic Programming , 2009 .

[16]  Tuanjie Li,et al.  Pretension Design of Space Mesh Reflector Antennas Based on Projection Principle , 2015 .

[17]  Bernard Maurin,et al.  Numerical form-finding of geotensoid tension truss for mesh reflector , 2012 .

[18]  W. J. Lewis,et al.  Tension Structures: Form and Behaviour , 2003 .