检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
作 者:李世其[1] 张针粒[1] 朱文革[1] 王跃[2]
机构地区:[1]华中科技大学机械科学与工程学院,武汉430074 [2]北京空间机电研究所,北京100076
出 处:《噪声与振动控制》2011年第6期47-52,共6页Noise and Vibration Control
基 金:科技重大专项课题(2010zx04008-041)
摘 要:粘弹结构在噪声与振动控制领域已得到广泛应用,然而准确地计算粘弹结构的动力学参数一直存在困难,模态应变能法及其修正方法常用作近似计算。在分析模态应变能方法和已有修正方法的原理及其相互关系的基础上,提出一种基于损耗因子幅值的新模态应变能方法,用于计算粘弹结构的损耗因子与固有频率。新方法的修正因子随粘弹结构对应模态阶次损耗因子幅值变化。取可等价为粘弹性夹层梁/板的四参数原型系统和新型高阻尼航天载荷隔振器为算例,通过与已有方法的对比分析了新方法的准确性。Although viscoelastic structures have been widely used for vibration and noise reduction in the field of aerospace engineering, accurate calculation for dynamic parameters of viscoelastic structures remains difficult problem. Modal strain energy method and the corresponding modified methods have been always used for approximate calculations. On the basis of analysis of the priciples of existing modal strain energy methods and their correlations, a new modal strain energy method, whose correction factor varies with the amplitude of modal loss factor, is proposed for computing loss factor and natural frequency of viscoelastic structures. A four parameter prototype system, which is equivalent to beams and plates with constrained layer damping, and a new high damping spacecraft isolator are taken as example to verify accuracy of the proposed method by comparisons.
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.117