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
机构地区:[1]哈尔滨工程大学动力与能源工程学院,哈尔滨150001 [2]中国人民解放军驻大同地区军事代表室,山西大同037036
出 处:《振动与冲击》2010年第7期33-37,234,共5页Journal of Vibration and Shock
摘 要:利用拉氏变换,把时域流固耦合14方程模型变换到频域,对频域方程进行推导,得到12个一元四阶常微分方程和2个一元二阶常微分方程,对其求解,得到了直管的频域解析解。然后结合分支点的平衡条件以及分支管的边界条件,求解得出任意形状分支管的频域解析解。最后,对结果进行仿真计算,利用英国Dundee大学Tijsseling教授的实验结果对计算结果进行验证,并对不同形状的分支管进行了仿真计算。The time-domain equation models describing axis vibration,lateral vibration and torsion vibration with fluid-structure interaction were transformed to ones in frequency domain using Laplace transformation,and twelve fourth-order ordinary differential equations and two second order ordinary differential equations were obtained.Solving those equations in frequency domain,an analytical solution in frequency domain to a single straight pipe was obtained.Then,with the equilibrium and boundary conditions of a branched point,the analytical solution in frequency domain was deduced for an arbitrary shape branched pipe.Finally,simulations were performed,the results were verified by test data made by professor Tijsseling in Dundee University of England.
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:216.73.216.3