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曲线片型加筋壁板的稳定性优化设计

徐元铭 王东

徐元铭, 王东. 曲线片型加筋壁板的稳定性优化设计[J]. 北京航空航天大学学报, 2015, 41(4): 567-573. doi: 10.13700/j.bh.1001-5965.2014.0257
引用本文: 徐元铭, 王东. 曲线片型加筋壁板的稳定性优化设计[J]. 北京航空航天大学学报, 2015, 41(4): 567-573. doi: 10.13700/j.bh.1001-5965.2014.0257
XU Yuanming, WANG Dong. Design and optimization of improving stability of curvilinear blade-stiffened panels[J]. Journal of Beijing University of Aeronautics and Astronautics, 2015, 41(4): 567-573. doi: 10.13700/j.bh.1001-5965.2014.0257(in Chinese)
Citation: XU Yuanming, WANG Dong. Design and optimization of improving stability of curvilinear blade-stiffened panels[J]. Journal of Beijing University of Aeronautics and Astronautics, 2015, 41(4): 567-573. doi: 10.13700/j.bh.1001-5965.2014.0257(in Chinese)

曲线片型加筋壁板的稳定性优化设计

doi: 10.13700/j.bh.1001-5965.2014.0257
详细信息
    通讯作者:

    徐元铭(1965—),男,江苏武进人,教授,xuymg@sina.com,主要研究方向为飞行器结构设计、结构优化、神经网络专家系统.

  • 中图分类号: V214.4

Design and optimization of improving stability of curvilinear blade-stiffened panels

  • 摘要: 加筋板作为一种典型结构被广泛应用于航空航天领域,为进一步拓展直筋加筋板的设计空间,提出了一套基于ModelCenter设计优化环境、Catia和Abaqus的曲线片型加筋板优化设计框架.一方面,筋条曲线采用参数数目可变的等距剖分三次B样条插值函数,为曲筋加筋板提供了足够大的优化空间.另一方面,采用筋条加载端相聚和筋条垂直于板边2种方式来解决曲线片型加筋板的筋条加载问题,从而产生了一些新的曲筋加筋板布局形式.优化结果表明,对于单向载荷主导的加筋板,曲筋加筋板相对于直筋加筋板稳定性改善不大.但对于复杂组合载荷,曲筋加筋板获得了比直筋加筋板更好的稳定性.

     

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出版历程
  • 收稿日期:  2014-05-09
  • 修回日期:  2014-08-05
  • 网络出版日期:  2015-04-20

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