摘要
提出一类用于三维层板的谱单元,使其解决三维层状夹板在半无限地基上受冲击荷载的动力问题。频域内,结构中的每一层被模拟为两节点谱单元或单节点谱单元。层单元中的波动解采用入射波和反射波解的叠加形式。进而利用快速傅立叶变换技术(FFT),得到时域内三维层状夹板的瞬态响应分析的结果。以半无限地基上双层板为例,对其进行了矩形脉冲荷载下的动力响应分析,并与有限元的计算结果进行了对比,两者的吻合良好。通过对不同夹板厚度和弹模的分析比较,得到对于设计隔振系统的优化思路。
A new type of spectral element was proposed to solve the problems of 3D multi-layer plate on semi-infinite foundation subjected to impulsive load. In frequency domain, each layer in structure was simulated as two-node layer spectral element or one-node spectral element. The wave propagation in each layer element was solved by the superposition of incident wave and reflected wave. The transient time-domain response of 3D layered plate was obtained by fast Fourier transform (FFT). Both the proposed method and finite element method were applied to analyze the dynamic responses of a two-layer plate subjected to rectangular impulsive load, and the results show a good agreement. Besides, by comparing the solutions of the stratified plates with different thicknesses and elastic moduli, an optimal strategy was obtained for the design of vibration isolation system..
出处
《公路交通科技》
CAS
CSCD
北大核心
2010年第9期34-38,62,共6页
Journal of Highway and Transportation Research and Development
关键词
道路工程
动力分析
谱单元
快速傅立叶变换
冲击荷载
road engineering
dynamic analysis
spectral element
fast Fourier transform
impulsive load