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薄壁骨材的动力侧倾屈曲分析 被引量:3

Dynamic Tripping Buckling Analysis of Thin-walled Stiffeners
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摘要 基于能量法推导出了加筋板中薄壁骨材承受轴向周期载荷时的侧倾动力不稳定区的求解方法 .通过和有关文献的结果比较 ,证明该方法是简单、方便可靠的 . The paper based on the energy method derives a method for solving the dynamic tripping buckling problem of thin walled stiffeners in stiffened plate under periodic dynamic loading. The results were compared with those from other references. It is shown that the method presented in this paper is good and reliable in application. The influences of some parameters, such as the length of the stiffener and static load component, on the dynamic instability region have been discussed.
作者 杨平 马志敏
出处 《武汉理工大学学报(交通科学与工程版)》 北大核心 2004年第2期167-170,共4页 Journal of Wuhan University of Technology(Transportation Science & Engineering)
基金 中国船级社科研项目资助 (批准号 :GWKYG8-0 70 0 )
关键词 加筋板 薄壁骨材 侧倾 动力屈曲 stiffened plate thin walled stiffener tripping dynamic buckling
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二级参考文献13

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共引文献14

同被引文献17

  • 1郭耀杰,陈焰周.压缩和弯曲共同作用下薄板屈曲分析与计算[J].武汉理工大学学报,2008,30(2):58-61. 被引量:6
  • 2陈美霞,骆东平,杨叔子.壳间连接形式对双层壳声辐射性能的影响[J].振动与冲击,2005,24(5):77-80. 被引量:27
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  • 4彭英,杨平.结构动力屈曲的研究进展[J].武汉理工大学学报(交通科学与工程版),2007,31(2):328-332. 被引量:3
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