首页 | 本学科首页   官方微博 | 高级检索  
     检索      

基于二阶系统解耦的精细积分格式下动载荷时域识别
引用本文:王淑娟,韩伟民,王国巧,沈继红,姜楠.基于二阶系统解耦的精细积分格式下动载荷时域识别[J].计算力学学报,2017,34(5):631-637.
作者姓名:王淑娟  韩伟民  王国巧  沈继红  姜楠
作者单位:哈尔滨工程大学理学院 ,哈尔滨,150001
基金项目:国家自然科学基金(11226324);黑龙江省基金(A201407);哈尔滨工程大学研究生培养基金(00211001060924)资助项目.
摘    要:基于模态分析法的载荷识别方法利用模态矩阵获得系统的非耦合形式,推导单自由度系统的载荷识别公式,但要求系统为比例阻尼。在模态模型基础上,对一般系统建立基于二阶系统解耦的动载荷时域识别模型。首先,利用基于Lancaster结构的二阶系统解耦方法推导出系统的非耦合形式;然后,采用精细逐步积分方法,在载荷为阶跃力的假设下,推导出载荷识别数学公式;最后,由系统实时响应反求结构载荷的时间历程。数值算例验证了本文方法针对比例阻尼系统较模态模型具有更高的精度,而且对非比例阻尼系统也有效可行。

关 键 词:Lancaster结构  二阶系统解耦  载荷识别  精细积分  阶跃力  模态分析
收稿时间:2016/6/27 0:00:00
修稿时间:2016/10/31 0:00:00

Dynamic load identification in second-order formulation in time domain based precise time-integration
WANG Shu-juan,HAN Wei-min,WANG Guo-qiao,SHEN Ji-hong,JIANG Nan.Dynamic load identification in second-order formulation in time domain based precise time-integration[J].Chinese Journal of Computational Mechanics,2017,34(5):631-637.
Authors:WANG Shu-juan  HAN Wei-min  WANG Guo-qiao  SHEN Ji-hong  JIANG Nan
Institution:School of Science, Harbin Engineering University, Harbin 150001, China,School of Science, Harbin Engineering University, Harbin 150001, China,School of Science, Harbin Engineering University, Harbin 150001, China,School of Science, Harbin Engineering University, Harbin 150001, China and School of Science, Harbin Engineering University, Harbin 150001, China
Abstract:The way of load identification based on modal analysis transforms the system equation into a decoupled form by modal matrix,but this is only applicable to problems with proportional damping.In this paper a load identification method in time domain is established based on the decoupled second-order formulation.Firstly,the decoupled form of system equations is obtained in Lancaster structure by theoretical derivation; then,with the assumption that the load is a step function,the load identification formulas are derived by the precise time-integration method; finally,the time history of a structural load is obtained by systematic real-time response.The numerical experiments verify that the new method not only has a higher accuracy than the modal analysis method for systems with proportional damping,but also is efficient for systems with non-proportional damping.
Keywords:Lancaster structure  decoupled second-order formulation  load identification  precise time-integration method  step load  modal analysis
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《计算力学学报》浏览原始摘要信息
点击此处可从《计算力学学报》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号