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

刚柔耦合建模理论的实验验证
引用本文:杨辉,洪嘉振,余征跃.刚柔耦合建模理论的实验验证[J].力学学报,2003,35(2):253-256.
作者姓名:杨辉  洪嘉振  余征跃
作者单位:上海交通大学建筑工程与力学学院,上海,200030
基金项目:国家自然科学基金重点资助项目(19832040),国家教委博士点专项科研基金资助项目(2000024818).
摘    要:传统的混合坐标建模理论是零次近似方法,对刚柔耦合问题的描述存在缺陷,研究以一个由中心刚体,柔性梁及末端质量组成的刚柔耦合系统对象,建立了精确的一次近似的刚柔耦合动力学方程,在该模型中计及了结构阻尼及风阻的影响,利用单轴气浮台动力学实验平台,通过与实验数据的比较,说明了传统零次近似方法在某些条件下已不能下确描述柔性的刚性正确性和可靠性。

关 键 词:刚柔耦合建模理论  柔性梁  刚性耦合系统  有限元  结构阻尼  零次近似
收稿时间:2001-12-23
修稿时间:2000年3月20日

EXPERIMENT VALIDATION ON MODELING THEORY FOR RIGID-FLEXIBLE COUPLING SYSTEMS
Jiazhen Hong.EXPERIMENT VALIDATION ON MODELING THEORY FOR RIGID-FLEXIBLE COUPLING SYSTEMS[J].chinese journal of theoretical and applied mechanics,2003,35(2):253-256.
Authors:Jiazhen Hong
Abstract:It's well known that the traditional hybrid-coordinate model of rigid-flexible coupling systems, i.e. the zero-order approximate dynamic model, has some flaws in some high speed cases. The present work presents a finite-element model for a multibody system consists of a rotating hub and a flexible beam with a tip mass on its tip. This theoretical procedure and the traditional hybrid coordinate approach are examined by comparing their numerical simulations with an experimental test. Based on deformation theory and geometric constraints, a second-order approximation for the displacement field is proposed and the dynamic stiffening is accounted for. Since the motion of the hub is unknown, the large overall motion of the reference frame of the beam is not prescribed and is affected by elastic deformation. In order to compare simulation results with experimental data, both viscous damping and air drag force have been introduced into this model. The experiment is carried out in a single-axis air-bearing testbed. The results demonstrate the validity of the developed model, while the traditional hybrid coordinate approach could lead to bad results for some high speed cases.
Keywords:flexible beam  rigid-flexible coupling systems  FEM  damping  experiment
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《力学学报》浏览原始摘要信息
点击此处可从《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