李享荣, 方宇栋, 张旭. 悬臂板对接处角刚度的识辨[J]. 力学与实践, 2008, 30(1): 79-81. DOI: 10.6052/1000-0992-2007-192
引用本文: 李享荣, 方宇栋, 张旭. 悬臂板对接处角刚度的识辨[J]. 力学与实践, 2008, 30(1): 79-81. DOI: 10.6052/1000-0992-2007-192
DETERMINATION OF THE ANGLE STIFFNESS IN THE JOINT OF CANTILEVER PLATE[J]. MECHANICS IN ENGINEERING, 2008, 30(1): 79-81. DOI: 10.6052/1000-0992-2007-192
Citation: DETERMINATION OF THE ANGLE STIFFNESS IN THE JOINT OF CANTILEVER PLATE[J]. MECHANICS IN ENGINEERING, 2008, 30(1): 79-81. DOI: 10.6052/1000-0992-2007-192

悬臂板对接处角刚度的识辨

DETERMINATION OF THE ANGLE STIFFNESS IN THE JOINT OF CANTILEVER PLATE

  • 摘要: 通过试验模态分析,实测悬臂对接板的第一阶固有频率及振型,将对接板的动力学问题转化为悬臂对接梁来求解.借助计算机代数语言,编写对接梁的传递矩阵法程序. 推导出对接处含角刚度作为符号的方程,输入第一阶固有频率就可识别出该处的角刚度,并通过实例验证了此法的有效性.

     

    Abstract: By means of experimental modal analysis for a jointcantilever plate with one end fixed, the first natural frequency andmodal shape are determined. The joint plate istreated as a joint cantilever beam.The transfer matrix method is implemented with thecomputer algebra language. The equation for the angle stiffness is obtained. With the first natural frequency ofthe joint plate as an input, the angle stiffness can be determined. Thevalidity of this method is shown by experiment.

     

/

返回文章
返回