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夹芯梁结构分析的Fourier级数求解

Sandwich beam of Fourier Series Solution
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摘要 夹芯梁具有重量轻,强度、刚度和稳定性好的优点.在现代复合材料结构中应用广泛.常用的夹芯结构分析理论有Reissner理论和Hoff理论.前者把表板视为薄膜求解.后者计及了表板自身弯曲刚度的影响,即把表板视为弹性薄板求解.Fourier级数在匀质材料杆、板、壳经典理论中有重要应用.本文在此基础上.导出了Reissner理论和Hoff理论下的Fourier级数求解通用方程。具有应用方便,能适用多种边界和复杂载荷作用夹芯梁分析的特点。 Sandwich beam is light, and it has good strength, good stiffness, good stability. It is widely used in modern composite materials structure. We often use Reissuer, E. 'S theory and Hcf f,s theory in sandwich structure analysis. The former considers the surface plate as membrane. The latter considers the influence of the surface plate,s own bend stiffness, in other words, it considers the surface plate as an elastical thin plate. In uniform materal classical theory, such as pole. plate. shell, Fourier series is widely used[1]. Based on this, this paper leads to the Fourier series general equation under Reissuer's theory and Hoff's theory. It is convenient to sandwich beam of analysis, and adapt to many boundary condition and complex load.
出处 《成都科技大学学报》 EI CAS CSCD 1994年第4期87-93,共7页
关键词 夹芯梁 FOURIER级数 弯曲 工程力学 sandwich beam, Fourier series, bend, composite materials mechanics, plate
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参考文献3

  • 1严宗达,结构力学中的傅里叶级数解法,1989年
  • 2李顺林,复合材料工作手册,1988年
  • 3团体著者,夹层板壳的弯曲、稳定和振动,1977年

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