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周边双层中部单层球面网壳的稳定性分析

Geometrically Nonlinear Analysis of the Central-singlelayer and Peripheral-double-layer Spherical Lattice Shell

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【作者】 孟晖徐硕黄斌周斌

【Author】 MENG Hui1,XU Shuo2,HUANG Bin2,ZHOU Bin2 (1.Quality Committee in Society of Wuhan Construction,Wuhan 430015,China;2.School of Civil Engineering & Architecture,Wuhan University of Technology,Wuhan 430070,China)

【机构】 武汉建筑业协会质量委员会武汉理工大学土木工程与建筑学院

【摘要】 以大连某实际网壳结构为工程背景,应用几何非线性有限元法对周边双层中部单层球面网壳结构进行了全过程分析。借助弧长法跟踪结构的荷载-挠度曲线,研究了球面网壳结构的屈曲过程,探讨了不同规格的杆件截面和周边双层网壳对球面网壳整体稳定性的影响。最后,得到了一些有意义的结论。

【Abstract】 Based on central-single-layer and peripheral-double-layer spherical lattice shell in some practical engineering in Dalian,the complete deformation process of the spherical lattice shell was analyzed using geometrically nonlinear FEM.The load-deflection response of the spherical shell was tracked by the Arc-length method.The buckling reasons and deflection process of the shell structure were studied.The impaction of different sectional shape of bars and peripheral-double-layer lattice shell on the stability of the whole lattice shell were discussed in the details.In the end,some significant conclusions are obtained.

【基金】 国家自然科学基金(50208016);武汉市建委科研项目(200721)
  • 【文献出处】 武汉理工大学学报 ,Journal of Wuhan University of Technology , 编辑部邮箱 ,2008年08期
  • 【分类号】TU399
  • 【被引频次】1
  • 【下载频次】87
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