王小明, 姜春萌. 开圆孔波纹夹层板单向拉伸状态的应力极值优化求解[J]. 中国舰船研究. DOI: 10.19693/j.issn.1673-3185.03369
引用本文: 王小明, 姜春萌. 开圆孔波纹夹层板单向拉伸状态的应力极值优化求解[J]. 中国舰船研究. DOI: 10.19693/j.issn.1673-3185.03369
Stress peak optimization solution for circular holed corrugated core sandwich panels under uniaxial tension[J]. Chinese Journal of Ship Research. DOI: 10.19693/j.issn.1673-3185.03369
Citation: Stress peak optimization solution for circular holed corrugated core sandwich panels under uniaxial tension[J]. Chinese Journal of Ship Research. DOI: 10.19693/j.issn.1673-3185.03369

开圆孔波纹夹层板单向拉伸状态的应力极值优化求解

Stress peak optimization solution for circular holed corrugated core sandwich panels under uniaxial tension

  • 摘要: 目的为了研究开圆孔无限波纹夹层板单向拉伸状态的应力分布和寻求最不利开孔位置,方法采用了ANSYS软件子模型方法计算不同开孔位置的应力分布,并用ANSYS软件提供的零阶优化设计方法寻求最大应力集中系数时的开孔位置。结果开孔附近的应力分布与网格划分密切相关,先整体模型再子模型的分析过程可以节省计算时间,又达到较高的计算精度。结论开圆孔无限波纹夹层板单向拉伸状态的应力集中系数普遍大于3,最大可达4.104;开孔附近的最大应力总是出现在芯层板上。

     

    Abstract: Objective In order to study circular holed corrugated core sandwich panels stress distribution and solve the position where stress concentration factor of the hole edge achieve maximum, Method both submodelof analysis method and subproblem method of optimization was employed just for calculation stress distribution of different hole position and solution of hole position respectively. Results The stress distribution around hole has much to do with mesh size, while the analysis sequence that first general model is analyzed then sub model analyzed may save much computer time and obtain high calculation accuracy. Conclusion The stress concentration factor of circular holed infinity corrugated core sandwich panels under uniaxial tension is more than 3 generally, reaches to 4.104 at most; the maximum stress of the hole edge is always at the core sheets.

     

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