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Rosenbrock耦合积分方法及其收敛性分析
引用本文:贾传果,李英民,刘立平,夏洪流.Rosenbrock耦合积分方法及其收敛性分析[J].重庆大学学报(自然科学版),2013,36(2):127-133.
作者姓名:贾传果  李英民  刘立平  夏洪流
作者单位:1. 重庆大学土木工程学院,重庆,400045
2. 重庆大学山地城镇建设与技术教育部重点试验室,重庆,400045
基金项目:中央高校基本科研业务费资助项目(CDJRC,0200020)
摘    要:做为一种集计算机模拟和现场试验为一体的混合试验方法,实时子结构试验的关键在于如何保证数值子结构和试验子结构的实时耦联,这就需要高效的数值积分方法.文中在Rosenbrock实时积分方法的基础上,提出了一种具有完全并行计算格式的耦合积分方法.基于单自由度分离质量模型,对该耦合积分方法的稳定性和精度进行了理论分析.然后通过三自由度分离质量模型的模拟,验证了该方法的收敛性和其他算法性能.理论分析和数值模拟结果表明,该方法具有良好的稳定性和二阶精度,与直接积分方法相比更适合用于复杂结构的实时子结构试验及类似的并行模拟.

关 键 词:耦合积分方法  实时子结构试验  并行计算  稳定性分析  谱分析

Rosenbrock-based coupled time integration method and its convergence analysis
JIA Chuanguo,LI Yingmin,LIU Liping and XIA Hongliu.Rosenbrock-based coupled time integration method and its convergence analysis[J].Journal of Chongqing University(Natural Science Edition),2013,36(2):127-133.
Authors:JIA Chuanguo  LI Yingmin  LIU Liping and XIA Hongliu
Institution:College of Civil Engineering; Key Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education, Chongqing University, Chongqing 400045,China;College of Civil Engineering; Key Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education, Chongqing University, Chongqing 400045,China;College of Civil Engineering; Key Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education, Chongqing University, Chongqing 400045,China;College of Civil Engineering; Key Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education, Chongqing University, Chongqing 400045,China
Abstract:Real-time substructring testing is under rapid development. is a hybrid computational-experimental technique, and its challenge is to ensure that the numerical substructure and the experimental substructure interact in real time, which requires efficient numerical integration methods. With this mind, based on the Rosenbrock real-time integrator, a coupled time integration method is proposed which enables completely parallel computation. By virtue of a Single-DoF split-mass test problem, stability and accuracy analyses are performed theoretically for the coupled method. Moreover, numerical simulations on a Three-DoF split-mass system are conducted to further investigate the convergence and other properties of the coupled method. The theoretical analysis and the numerical simulations reveal that the method exhibits favourable stability and second order accuracy. Compared with direct time integration methods, the proposed method is more suitable for Real-Time Substructuring Tests of complicated structures and relevant hybrid simulations.
Keywords:coupled time integration method  real-time substructuring testing  parallel computation  stability analysis  spectral analysis
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