期刊文献+

基于H_∞控制理论混凝土约束收缩控制器设计

Design the Concrete Restraint Contraction Controller Based on H_∞ Control Theory
下载PDF
导出
摘要 介绍H∞控制理论以及基本算法,对混凝土约束收缩系统进行建模,进而设计了基于H∞控制理论的控制器。模拟仿真表明H∞控制能加快系统的响应时间,改善系统性能,对外界干扰以及模型的不确定性具有鲁棒性。最后,通过对混凝土约束收缩过程中所采集的位移和力的数据分析,说明了H∞控制器能更好地抑制外界波动的影响,实现了混凝土来回约束收缩10μm的高精度控制要求,从而验证了此H∞控制器的可靠性。 The H∞ control theory and its prima algorithm are introduced with the module of the concrete restraint contraction system; the controller is designed based on the H∞ control theory. The analog simulation result indicated that H∞ control can fasten the respond of the system, and further more optimize its performance, and the system can represent robustness to the external interference and the uncertainty of model. Finally, by analyzing the data of displacement and force gathered from the concrete restraint contraction process, we can conclude that, with the H~ controller, the influence from the outside fluctuation can be suppressed, the high accuracy control re- quest of the concrete restrain to contract 10um back and forth can be realized. So the reliability of the H∞ controller was confirmed.
出处 《流体传动与控制》 2010年第1期1-5,共5页 Fluid Power Transmission & Control
基金 国家自然科学基金项目(0838004)
关键词 H∞控制理论 混凝土 控制器设计 鲁棒性 H∞ control restraint contraction robust simulation
  • 相关文献

参考文献3

二级参考文献11

  • 1王甲春,潘文浩,黄子勇,曹献龙.粉煤灰掺量对新拌混凝土流变参数的影响[J].沈阳建筑工程学院学报(自然科学版),2004,20(3):200-203. 被引量:15
  • 2刘豹.现代控制理论[M].北京:机械工业出版社,1997..
  • 3Bangert F, Grasberger S, Kuhl D, et al. Environmentally induced deterioration of concrete:physical motivation and numerical modeling[J]. Engineering Fracture Mechanic, 2003, (70) :891 - 910.
  • 4Kraai P. Proposed test to determine cracking potential due to drying shrinkage of concrete [ J ]. Concrete Construction, 1985, (9) :775 - 778.
  • 5Li Z L, Qi M, Li Z, et al. Crack width of high-perfor mance concrete due to restrained shrinkage[ J ]. Journal of materials in civil engineering, 1999, (8) :214 - 223.
  • 6Shah S P, Qu Y. A method to predict shrinkage cracking of concrete[J]. ACI materials journal, 1998, 95(4) :339 - 346.
  • 7Springenschmid R. Prevention of thermal cracking in concrete at early ages [ M]. London: E&FN Spon, 1998.1 - 6.
  • 8Hua C, Acfer P, Ehrlacher A. Analyses and models of the autogenous shrinkage of hardening cement paste I: modeling at macroscopic scale[ J ]. Cement Concrete Research, 1995, 25(7):1457 - 1468.
  • 9Jason Weiss W, Wei Yang, Shah S P. Influence of specimen size/geometry on shrinkage cracking of rings[J ]. ASCE, Journal of Engineering Mechanics, 2000, (1) :93 - 101.
  • 10JC/T603-1995.水泥胶砂干缩试验方法[S].[S].,..

共引文献7

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部