标题: 利用Fourier级数求解具裂缝矩形板 之自由振动
Vibration analyses of cracked rectangular plates via Fourier series
作者: 林盈吉
黄炯宪
Lin,Ying-Chi
Huang,Chiung-Shiann
土木工程系所
关键字: 裂缝;板;自由振动;cracked;plates;Vibration
公开日期: 2015
摘要: 本研究系利用傅立叶余弦级数展开求解具裂缝矩形薄板之自由振动问题;以多项式作为辅助函数,修正傅立叶余弦级数在逐项微分所面临到之问题。由无裂缝矩形板出发,延伸至当薄板考虑边缘裂缝或是内部裂缝时的振动分析。当考虑边缘裂缝时,将矩形薄板分割成四个部分的矩形区域;若考虑的为内部裂缝,则分割成六个部分的矩形区域;其中将裂缝视为无剪力及弯矩之自由端,搭配边界条件、相邻区域共边处之连续关系及薄板之自由振动控制方程式,以求解无因次化自由振动频率。在收敛性分析中,随着级数展开项次之增加,自然振动频率由下限单调收敛至真值。此外,亦以不同裂缝长度,裂缝位置,长宽比之结果与文献值进行比较。最后再以配点法求解具边缘裂缝板之振动问题,并与傅立叶余弦级数展开所得之结果进行比较;配点法之结果不若Fourier级数之解析解优。
The existence of a crack yields the exact closed-form solutions for vibrations of cracked rectangular to be intractable, if they exist. This work presents analytical solutions for vibrations of horizontally or vertically cracked rectangular plates having various boundary conditions. The solutions are constructed by using Fourier cosine series combining with domain decomposition. A rectangular plate is divided into four and six rectangular sub-domains for the plate with a side crack and an internal crack, respectively. Fourier series solutions satisfying the governing equations for vibrations of a plate based on the classical plate theory are first established for each sub-domain. The solutions for each sub-domain are related to each other by satisfying the continuity conditions along the interconnection boundaries between two adjacent sub-domains. Finally, the boundary conditions of the cracked plate are enforced on the solutions. Comprehensive convergence studies are performed for intact plates and cracked plates with various boundary conditions and comparisons between the present results of natural frequencies and the published one are also made to validate the correctness of the proposed solutions. The convergence studies indicate that the present solutions provide lower bounds to the exact values of frequencies. The present solutions are further applied to determine the first five frequencies of rectangular plates with side cracks and internal cracks having various crack lengths and locations. The results for SSSS, CFFF, FSFS and FFFF boundary conditions are tabulated, some of which are first shown in literature. Finally, seeks the free vibration for the rectangular thin plates with cracks by point allocation, and compare the result with Fourier cosine series.
URI: http://etd.lib.nctu.edu.tw/cdrfb3/record/nctu/#GT070151223
http://hdl.handle.net/11536/138895
显示于类别:Thesis