DU Jing-li, DUAN Bao-yan, BAO Hong, ZI Bin. SHAPE ACCURACY ADJUSTMENT OF CABLE-MESH REFLECTOR USING LEAST SQUARES METHOD[J]. Engineering Mechanics, 2008, 25(1): 203-208.
Citation: DU Jing-li, DUAN Bao-yan, BAO Hong, ZI Bin. SHAPE ACCURACY ADJUSTMENT OF CABLE-MESH REFLECTOR USING LEAST SQUARES METHOD[J]. Engineering Mechanics, 2008, 25(1): 203-208.

SHAPE ACCURACY ADJUSTMENT OF CABLE-MESH REFLECTOR USING LEAST SQUARES METHOD

More Information
  • Received Date: December 31, 1899
  • Revised Date: December 31, 1899
  • An iteration approach, based on least squares optimization, for shape accuracy adjustment of the active cable-mesh reflector in large radio telescope is presented according to the demands of the reflector deformation. The optimization model regarding nodal force increment as design variable is established to minimize the sum of residual squares of node position relative to the design paraboloid. The displacement field to deform the reflector can be obtained by linearizing the residual function. Static analytical model is established with cable element deduced on the expression of elastic catenary of a cable, so the nodal force increment corresponding to a certain displacement field can be solved. The numerical example shows that the method proposed possesses a rapid convergence rate.
  • Related Articles

    [1]LI Jia-long, LI Gang, YU Ding-hao. POLYGON SCALED BOUNDARY FINITE ELEMENT NONLINEAR EFFICIENT ANALYSIS METHOD[J]. Engineering Mechanics, 2020, 37(9): 8-17. DOI: 10.6052/j.issn.1000-4750.2019.10.0634
    [2]DU Jing-li, BAO Hong, YANG Dong-wu, CUI Chuan-zhen. ANALYSIS ON SHAPE ACCURACY ADJUSTMENT OF AN ACTIVE CABLE-MESH REFLECTOR[J]. Engineering Mechanics, 2012, 29(3): 212-217.
    [3]WANG De-cai, YE Xian-guo, LIAN Xing, CHANG Lei. NONLINEAR ANALYSIS OF SUPERIMPOSED SLAB SHEAR WALL BASED ON FIBER MODEL[J]. Engineering Mechanics, 2010, 27(增刊I): 164-167.
    [4]CHEN Chang-song, YAN Dong-huang, CHEN Zheng-qing. NONLINEAR ANALYSIS OF TWO -NODE ACCURATE CATENARY CABLE ELEMENT WITH ARBITRARY RIGID ARMS[J]. Engineering Mechanics, 2007, 24(5): 29-034.
    [5]DU Jing-li, DUAN Bao-yan, QIU Yuan-ying, WANG Cong-si. ANALYSIS ON THE INITIAL EQUILIBRIUM CONFIGURATION OF CABLE STRUCTURES[J]. Engineering Mechanics, 2006, 23(12): 149-153.
    [6]BU Liang-tao, WANG Yue-hong, SHANG Shou-ping. NONLINEAR FEM ANALYSIS OF RC BEAM STRENGTHENED WITH FERROCEMENT MORTAR[J]. Engineering Mechanics, 2006, 23(9): 125-130.
    [7]GUI Guo-qing, . NONLINEAR STABILITY ANALYSIS OF ALUMINUM ALLOY SINGLE-LAYER RETICULATED SPHERICAL SHELLS[J]. Engineering Mechanics, 2006, 23(增刊Ⅱ): 32-035,.
    [8]WU Sheng-xing, KANG Qing. A SIMPLIFIED NUMERICAL METHOD FOR NONLINEAR ANALYSIS OF SPACE FRAME STRUCTURES[J]. Engineering Mechanics, 2005, 22(6): 21-27.
    [9]Gao Xiangyu, Fang Ehua. NONLINEAR ANALYSIS FOR COMPOSITE MASONRY WALLS[J]. Engineering Mechanics, 1997, 14(2): 36-42.
    [10]Zhu Changming, Jin Yongjie. NONLINEAR ANALYSIS OF RC BEAMS[J]. Engineering Mechanics, 1990, 7(1): 50-56.

Catalog

    Article Metrics

    Article views (1120) PDF downloads (407) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return