建立了泡沫夹层结构斜坡过渡区域的三维(3D)有限元模型,进行了斜坡过渡区域的坡度角分析优化.基于有限元分析软件MSC.Patran/Nastran,建立了考虑斜坡过渡区面板铺层递减的泡沫夹层结构的有限元模型,研究了结构在单轴压缩载荷作用下的力学行为,进一步讨论了坡度角对于夹层结构过渡区域结构强度和稳定性的影响规律.研究结果表明,泡沫夹层结构坡度角在25°～30°时能够达到提高结构承载能力及减轻结构质量的双重目的.
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