Surface adjustment method for cable net structures considering measurement uncertainties

Abstract In the process of surface precision adjustment of cable net structures, the establishing variable configuration of cable net structures is the basis and precondition for implementation of surface adjustment. Due to the limitation of measurement errors and uncertainties, the measured information including node location, boundary conditions and cable tensions is uncertain. In this paper, the uncertain variables are considered as the interval values, and the interval force density method is proposed to calculate the root mean square error of uncertain cable net structures. Then, the optimization model is established to find the optimal adjustment amount of adjustable cables for the higher surface accuracy. The advance and retreat algorithm is introduced to solve the optimization model. Finally, a numerical example is presented to demonstrate the feasibility and validity of the proposed surface adjustment method.

[1]  Christian Soize A comprehensive overview of a non-parametric probabilistic approach of model uncertainties for predictive models in structural dynamics , 2005 .

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

[3]  Marco Lombardi,et al.  OPTIMIZATION OF UNCERTAIN STRUCTURES USING NON-PROBABILISTIC MODELS , 1998 .

[4]  Hiroaki Tanaka,et al.  Shape Control of Cable-Network Structures Based on Concept of Self-Equilibrated Stresses , 2006 .

[5]  H. Schek The force density method for form finding and computation of general networks , 1974 .

[6]  Xu Han,et al.  An uncertain structural optimization method based on nonlinear interval number programming and interval analysis method , 2007 .

[7]  Hiroaki Tanaka,et al.  Shape control of space antennas consisting of cable networks , 2004 .

[8]  A. Belegundu,et al.  Introduction to Finite Elements in Engineering , 1990 .

[9]  David J. Thuente,et al.  Line search algorithms with guaranteed sufficient decrease , 1994, TOMS.

[10]  Julija Lebedinska On another view of an inverse of an interval matrix , 2010, Soft Comput..

[11]  Tuanjie Li,et al.  Surface accuracy analysis of large deployable antennas , 2014 .

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

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

[14]  Jingyao Zhang,et al.  Adaptive force density method for form-finding problem of tensegrity structures , 2006 .

[15]  Jiri Rohn,et al.  Inverse interval matrix , 1993 .

[16]  Makoto Ohsaki,et al.  Optimization And Anti-Optimization Of Structures Under Uncertainty , 2010 .