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考虑不完整边界条件的新型混合试验方法 被引量:14

A novel hybrid simulation method considering incomplete boundary conditions
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摘要 在混合试验中,当子结构边界自由度较多时,其边界条件往往难以完全实现,而边界条件的缺失势必改变原结构的受力状态,影响结构性能评估的准确性。为此,提出基于模型更新的在线数值模拟方法,称之为考虑不完整边界条件的新型混合试验方法。该方法建立具有相同本构关系的两套数值模型,分别用于整体结构数值计算和物理子结构本构模型参数识别。由于结构反应由整体结构数值模型求得,边界条件自然得到满足;而且数值模型的本构参数不断根据物理试件的试验结果在线修正,提高了数值计算的准确性。以物理试件的恢复力为追踪目标,采用基于梯度的优化方法在线估计并更新材料本构模型参数;以Matlab和Open Sees为计算平台完成了边界条件不完整的钢筋混凝土框架结构虚拟混合试验。结果表明,该方法几乎消除了边界条件不足带来的不利影响,提高了混合试验的模拟精度。 Hybrid simulation is a powerful and cost-effective technique to evaluate structural dynamic performance.However,when the boundary of a physical substructure has many DOFs,its boundary condition is difficult to be fully realized,while absence of boundary conditions is bound to change the stress state of the original structure and eventually affects the correctness of structure evaluation. Here,an online numerical simulation method based on model updating was proposed,it was called a novel hybrid simulation method considering incomplete boundary conditions. With the proposed method,two sets of numerical models with the same constitutive relation were built to be applied in the finite element( FE) analysis of the whole structure and the constitutive model parametric recognition of a physical substructure,respectively. The boundary conditions were naturally satisfied because a structure's response was obtained with the whole structure's numerical model,and the numerical model's constitutive parameters were constantly modified online based on the test results of physical specimens to improve the correctness of numerical calculation. Virtual hybrid simulations of a RC frame structure under incomplete boundary conditions were conducted. The results showed that the effect of incomplete boundary conditions is almost eliminated and the accuracy of the proposed hybrid simulation is improved.
作者 吴斌 宁西占 许国山 王贞 WU Bin1,2 NING Xizhan1,2 XU Guoshan1,2 WANG Zhen1,2(1. Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin 150090, China; 2. Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology, Harbin Institute of Technology, Harbin 150090, Chin)
出处 《振动与冲击》 EI CSCD 北大核心 2018年第15期150-155,共6页 Journal of Vibration and Shock
基金 国家重点研发计划课题(2016YFC0701106) 国家自然科学基金(51161120360 51408157 51778190) 高等学校博士学科点专项科研基金(20132302110065) 黑龙江省自然科学基金(LC201423)
关键词 混合试验 不完整边界条件 参数识别 模型更新 hybrid simulation incomplete boundary conditions parametric recognition model updating
作者简介 吴斌男,博士,教授,1970年生
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  • 1肖岩,胡庆,郭玉荣,易伟建,朱平生.结构拟动力远程协同试验网络平台的开发研究[J].建筑结构学报,2005,26(3):122-129. 被引量:52
  • 2郭玉荣,张国伟,肖岩,刘一江,张捷.单自由度结构远程分析及拟动力试验平台[J].湖南大学学报(自然科学版),2006,33(2):18-21. 被引量:19
  • 3黄靓,施楚贤,刘桂秋,熊辉.MDOF子结构拟动力方法在复杂高层结构抗震试验中的应用研究[J].土木工程学报,2006,39(12):23-32. 被引量:11
  • 4GB50011-2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.
  • 5Zhang Jichao, Gao Junwei, Wang Keyi, et al. Experimental study on the falling slab node of the new concrete superposed floor slab [ C ]//3th International Conference on the Concrete Future. Yantai: Yantai University Press, 200g :501-508.
  • 6Zhang Jichao, Li Nan, Wang Keyi, et el. Experimental study on seismic behaviour of pre-cast concrete beam- column sub-assemblage with cast-in-situ monolithic joints [ C ]//3th International Conference on the Concrete Future. Yantai : Yantai University Press, 2008:509-518.
  • 7Zhang Jichao, Qiu Jianhu, Chen Yuan, et al. Experimental study on the new composite beam-column frame exterior joints [ C ]//3th International Conference on the Concrete Future. Yantai: Yantai University Press, 2008:519-525.
  • 8Zhang Jichao, Liu Bo, Wang Keyi, et al. Experimental research on the key joints of the assembled and integral reinforced concrete structure [ C ]// 3th International Conference on the Concrete Future. Yantai: Yantai University Press, 2008:526-531.
  • 9Wu Bin, Wang Qianying, Shing P B, et al. Equilalent force control method for generalized real-time substructure testing with implicit integration [ J ]. Earthquake Engineering and Structural Dynamics, 2007,36 : 1127-1149.
  • 10Hakuno M, Shidowara M, Hara T. Dynamic destructive test of a cantilever beam, controlled by an analog-computer[ M ]. Transactions of the Japan Society of Civil Engineering, 1969, 171.

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