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Compressive and shear buckling analysis of metal matrix composite sandwich panels under different thermal environments

机译:金属基复合材料夹芯板在不同热环境下的压缩和剪切屈曲分析

摘要

Combined inplane compressive and shear buckling analysis was conducted on flat rectangular sandwich panels using the Raleigh-Ritz minimum energy method with a consideration of transverse shear effect of the sandwich core. The sandwich panels were fabricated with titanium honeycomb core and laminated metal matrix composite face sheets. The results show that slightly slender (along unidirectional compressive loading axis) rectangular sandwich panels have the most desirable stiffness-to-weight ratios for aerospace structural applications; the degradation of buckling strength of sandwich panels with rising temperature is faster in shear than in compression; and the fiber orientation of the face sheets for optimum combined-load buckling strength of sandwich panels is a strong function of both loading condition and panel aspect ratio. Under the same specific weight and panel aspect ratio, a sandwich panel with metal matrix composite face sheets has much higher buckling strength than one having monolithic face sheets.
机译:考虑到夹芯的横向剪切效应,采用Raleigh-Ritz最小能量方法对平面矩形夹心板进行了面内压缩和剪切屈曲的组合分析。夹心板由钛蜂窝芯和层压的金属基复合材料面板制成。结果表明,对于航空航天结构应用,稍细长的矩形夹心板(沿单向压缩载荷轴)具有最理想的刚度/重量比;夹层板的屈曲强度随温度的升高在剪切作用下比在压缩作用下更快。面板的纤维取向使夹芯板的最佳组合荷载屈曲强度达到最佳,这既取决于荷载条件,又取决于面板的纵横比。在相同的比重和面板纵横比的情况下,具有金属基质复合面板的夹层板的屈曲强度比具有整体面板的夹层板高得多。

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