中国空间科学技术 ›› 2026, Vol. 46 ›› Issue (5): 161-172.doi: 10.16708/j.cnki.1000-758X.2026.0086

• 论文 • 上一篇    下一篇

基于多实验灵敏度的索网结构预应力修正算法

李易安1,2,郑驰1,2,李洋3,范叶森3,谭述君1,2,*   

  1. 1.大连理工大学工业装备结构分析优化与CAE软件全国重点实验室,大连116023
    2.大连理工大学力学与航空航天学院,大连116024
    3.西安空间无线电技术研究所,西安710100
  • 收稿日期:2025-09-10 修回日期:2025-11-04 录用日期:2026-05-18 发布日期:2026-09-23 出版日期:2026-09-30

Multi-experiment sensitivity-based prestress correction algorithm for cable-net structures

LI Yi'an1,2,ZHENG Chi1,2,LI Yang3,FAN Yesen3,TAN Shujun1,2,*   

  1. 1.State Key Laboratory of Structural Analysis,Optimization and CAE Software for Industrial Equipment,
    Dalian University of Technology,Dalian 116023,China
    2.School of Mechanics and Aerospace Engineering,Dalian University of Technology,Dalian 116024,China
    3.Xi'an Institute of Space Radio Technology,Xi'an 710100,China
  • Received:2025-09-10 Revision received:2025-11-04 Accepted:2026-05-18 Online:2026-09-23 Published:2026-09-30

摘要: 索预应力是索网结构有限元建模的重要参数。针对大型索网结构中各索耦合度极高,传统频率法难以准确测量索预应力且识别效率低的问题,提出了一种基于多实验灵敏度的预应力修正算法。与单组实验相比,多组实验能够扩展灵敏度信息、打破原有的列间近线性相关、改善秩亏性并提升辨识精度,但同时也可能导致灵敏度矩阵信息冗余、增加计算负担或病态条件引起噪声放大等问题。结合摄影测量获取节点实测位移,以最小化有限元计算位移与实验位移的RMS误差作为修正目标;通过有限差分法在多个载荷工况下构造并组装灵敏度矩阵并验证其可辨识性;引入参数感知的Tikhonov正则化抑制病态放大与越界更新,并通过留一交叉验证(LOOCV)自适应调整步长。使用本算法分别对径向肋索网天线中的单片平面索网结构和复杂空间索网结构进行预应力修正,通过5次迭代使预应力精准度分别提高了96.73%和85.74%。该方法具有较高的精度,为大规模索网结构的预应力在线校正提供了可靠工具。

关键词: 索网天线, 摄影测量, 有限差分法, 模型修正, 预应力修正

Abstract: Cable prestress is a critical parameter for finite-element modeling of cable-net structures. Due to the strong coupling among cables in large-scale cable-net systems, conventional modal-based methods have difficulty in accurately measuring prestress and suffer from low identification efficiency. A multi-experiment sensitivity-based prestress correction algorithm was proposed. Compared with single-case identification, multiple experiments were used to enrich sensitivity information, break near collinearity among sensitivity columns, alleviate rank deficiency and improve identification accuracy, while noting that it may also introduce redundancy in the sensitivity matrix, increase the computational burden, or lead to noise amplification under ill-conditioned sensitivity matrix. Photogrammetric measurements were employed to obtain measured nodal displacements, and the correction objective was defined as the minimization of the RMS error between finite-element computed displacements and experimental displacements. Sensitivity matrices were constructed by finite differences under multiple loading cases and assembled for identifiability analysis. A parameter-aware Tikhonov regularization was introduced to suppress ill-posed amplification and out-of-bound updates, and Leave-one-out cross-validation (LOOCV) was used to adaptively adjust the update step size. The proposed algorithm was applied to two test cases: a single planar segment of a radial-rib cable net antenna and a complex three-dimensional spatial cable net. After five iterative corrections, the prestress estimation accuracy was improved by 96.73% for the planar segment and by 85.74% for the complex spatial net, respectively. The method achieves high accuracy and provides a reliable tool for online prestress calibration of large-scale cable-net structures.

Key words: cable-net antenna, photogrammetry, finite-difference method, model updating, prestress correction