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]上海交通大学机械系统与振动国家重点实验室,上海200240
出 处:《噪声与振动控制》2009年第3期86-89,共4页Noise and Vibration Control
摘 要:在ANSYS中建立轨道的实体模型,求出钢轨在作用力处的谐响应;与离散轨道模型中钢轨在作用力处的谐响应对比,找到合适的轨道模型,求出钢轨在50-4000 Hz之间1/3倍频带中心频率处的表面谐响应;建立钢轨的边界元模型,把从ANSYS中得到的钢轨表面谐响应导入SYSNO ISE作为钢轨的激励位移边界条件,得到钢轨在50-4000 Hz之间1/3倍频带中心频率处的声辐射效率。与从二维轨道声辐射模型得到的结果吻合。A new method for the analysis of rail acoustic radiation due to vertical vibration is found. A finite element model is established in ANSYS for the rail. The harmonic response of the rail at the force application point is obtained. Comparing the results with those obtained from the discrete rail model, a pertinent rail model is proposed. The harmonic response in the rail surface at the core frequencies of 1/3 octave frequency band between 50-4000Hz is gained. Then, a boundary element model of the rail is established. The harmonic response of the rail surface obtained in the ANSYS is used as the boundary condition of displacement excitation, and is input into the SYSNOISE code. The rail acoustic radiation efficiency at the core frequencies of 1/3 octave frequency band between 50-4000Hz is then obtained. The result is in agreement with the one obtained from the 2D sound radiation model of the rail. Thus, the feasibility of this method is verified.
分 类 号:U213.2[交通运输工程—道路与铁道工程]
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:18.216.137.32