Please wait a minute...
浙江大学学报(工学版)
土木工程     
自适应张弦梁结构的非线性内力控制
CHENG Hua-qiang, LUO Yao-zhi, XU Xian
浙江大学 空间结构研究中心,浙江 杭州 310058
Nonlinear force control of adaptive beam sting structure
CHENG Hua-qiang, LUO Yao-zhi, XU Xian
Space Structures Research Center, Zhejiang University,Hangzhou 310058, China
 全文: PDF(737 KB)  
摘要:

根据预应力在自适应张弦梁结构中的作用和撑杆的可调控性,提出基于局部分析法的内力控制分析方法.建立外荷载作用下,以结构最合理内力状态为控制目标的线性内力控制算法的优化模型.利用模拟退火算法来获得可调撑杆的调节量;考虑内力控制的几何非线性,引入非线性迭代过程,对线性控制算法的结果进行修正,建立结构的非线性内力控制算法.通过多撑杆自适应张弦梁结构数值算例在不同外荷载作用下工作性能的分析,验证了非线性内力控制算法的适用性.

关键词: 自适应张弦梁智能结构模拟退火局部分析法内力控制    
Abstract:

A force control algorithm based on local analysis method was proposed according to the action of prestress in adaptive beam string structure and the controllability of adjustable bar.  The optimization model of linear force control algorithm for optimizing structural force status was established when the structure worked under external loads. Adjustment of the adjustable bar was acquired from solving the optimization model by simulated annealing algorithm. Considering the geometric nonlinearity, a nonlinear iteration was introduced to calibrate the result of the linear force control analysis to form the nonlinear force control algorithm. The feasibility of the nonlinear force control algorithm was verified by the analysis of the working performance of a multi-bars adaptive beam sting structure numerical example under different external loads.

Key words: intelligent structure    adaptive beam string structure    simulated annealing    force control    local analysis method
出版日期: 2014-08-01
:  TU 391  
基金资助:

国家杰出青年科学基金资助项目(51025828); 国家自然科学基金资助项目(20978227,51008271).

通讯作者: 罗尧治,男,教授,博导.     E-mail: luoyz@zju.edu.cn
作者简介: 程华强(1986―),男,博士生,从事自适应结构、健康监测的研究. E-mail: huaqiangcheng@163.com
服务  
把本文推荐给朋友
加入引用管理器
E-mail Alert
RSS
作者相关文章  
许贤
罗尧治
程华强

引用本文:

程华强,罗尧治,许贤. 自适应张弦梁结构的非线性内力控制[J]. 浙江大学学报(工学版), 10.3785/j.issn.1008-973X.2014.07.003.

CHENG Hua-qiang, LUO Yao-zhi, XU Xian. Nonlinear force control of adaptive beam sting structure. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 10.3785/j.issn.1008-973X.2014.07.003.

链接本文:

http://www.zjujournals.com/xueshu/eng/CN/10.3785/j.issn.1008-973X.2014.07.003        http://www.zjujournals.com/xueshu/eng/CN/Y2014/V48/I7/1155

1] 程华强,罗尧治,许贤. 张力结构的主动控制研究进展[C]∥首届全国空间结构博士学术论坛论文集. 杭州:[s.n.], 2012: 375-384.
CHENG Hua-qiang, LUO Yao-zhi, XU Xian. Research progress of active control theory of tensile structure [C]∥Proceedings of the 1st National Academic Forum for Spatial Structures Doctoral Candidates. Hangzhou:[s. n.], 2012: 375-384.
[2] NOACK T, RUTH J, MULLER U. Adaptive hybrid structures [C]∥ Proceedings of International Conference on Adaptable Building Structures. Eindhoven: [s. n], 2006: 256-260.
[3] SOBEK W, TEUFFEL P. Adaptive systems in architecture and structural engineering [C]∥SPIEs 8th Annual International Symposium on Smart Structures and Materials. Newport Beach: [s. n.], 2001: 36-45.
[4] 徐伟炜,吕志涛,丁汉山. 基于开关控制的智能预应力结构模型试验[J]. 工程力学, 2011, 28(5): 105-110.
XU Wei-wei, LV Zhi-tao, DING Han-shan. Study on mechanical behavior of unbonded smart prestressed beam [J]. Engineering Mechanics, 2011, 29(5): 105-110.
[5] 徐伟炜,吕志涛,丁汉山. 无粘结智能预应力简支梁的力学性能研究[J]. 工程力学, 2011, 28(5): 105-110.
XU Wei-wei, LV Zhi-tao, DING Han-shan. Model experiment of smart prestressed structures based on switch control [J]. Engineering Mechanics, 2011, 28(5): 105-110.
[6] XU X, LUO Y. Non-linear displacement control of prestressed cable structures [J]. Proceedings of the Institution of Mechanical Engineers, Part G: Journal of Aerospace Engineering, 2009, 223(7): 1001-1007.
[7] 肖南,黄玉香,董石麟,等. 张力结构位移限制下的形状调整强度优化分析[J]. 浙江大学学报:工学版, 2010, 44(1): 166-173.
XIAO Nan, HUANG Yu-xiang, DONG Shi-lin, et al. Strength optimization analysis of tensegrity structure by shape adjustments under restricted displacements [J]. Journal of Zhejiang University: Engineering Science, 2010, 44(1): 166-173.
[8] 娄荣,罗尧治,郑君华,等. 索网张力结构的张拉控制及多目标优化计算[J]. 浙江大学学报:工学版, 2011, 45(3): 539-543.
LOU Rong, LUO Yao-zhi, ZHENG Jun-hua, et al. Tension control and multi-objective optimization of tensile cable net structure construction [J]. Journal of Zhejiang University: Engineering Science, 2011, 45(3): 539-543.
[9] SAITOH M. Hybrid form-resistance structure [C]∥Shell, Membrane and Space Frames, Proceedings of IASS Symposium. Osaka: [s. n], 1986: 257-264.
[10] 张志宏,张明山,董石麟. 张弦梁结构若干问题的探讨[J]. 工程力学, 2004, 12(6): 26-30.
ZHANG Zhi-hong, ZHANG Ming-shan, DONG Shi-lin. Discussion on some problems of beam-sting structure [J]. Engineering Mechanics, 2004, 12(6): 26-30.
[11] 罗尧治,董石麟. 含可动机构的杆系结构非线性力法分析[J]. 固体力学学报, 2002, 23(3): 288-294.
LUO Yao-zhi, DONG Shi-lin. Nonlinear force method analysis for space truss with mobile mechanisms [J]. Acta Mechanica Solida Sinica, 2002, 23(3): 288-294.

[1] 袁友伟, 余佳, 郑宏升, 王娇娇. 基于新颖性排名和多服务质量的云工作流调度算法[J]. 浙江大学学报(工学版), 2017, 51(6): 1190-1196.
[2] 程准,鲁植雄,龚佳慧,刁秀永 . 转向系统传递函数的研究及理想传动比获取[J]. 浙江大学学报(工学版), 2016, 50(7): 1276-1283.
[3] 张鼎逆,刘毅. 基于改进遗传算法和序列二次规划的再入轨迹优化[J]. J4, 2014, 48(1): 161-167.
[4] 谢裕江,刘高. 小波边缘分析与建模的波阻抗反演算法的改进——以中国MOU气田盒8段储层分布预测为例[J]. J4, 2013, 47(9): 1680-1684.
[5] 刘业峰,徐冠群,潘全科,柴天佑. 磁性材料成型烧结生产调度优化方法及应用[J]. J4, 2013, 47(9): 1517-1523.
[6] 刘爱军, 杨育, 李斐, 邢青松, 陆惠, 张煜东. 混沌模拟退火粒子群优化算法研究及应用[J]. J4, 2013, 47(10): 1722-1730.
[7] 舒宇, 余锋, 汪乐宇. 基于预留带宽的光纤通道交换网硬实时通信[J]. J4, 2010, 44(9): 1698-1704.
[8] 陈晓刚, 于浩, 王波, 蒋正威, 江全元, 郭创新, 曹一家. 满足多种约束条件的最优PMU配置方法[J]. J4, 2010, 44(3): 539-543.
[9] 林兰芬, 欧冠男, 等. 多约束条件下自动配棉的混合遗传算法[J]. J4, 2009, 43(5): 801-806.