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桁材开孔腹板的线性屈曲强度分析
引用本文:褚洪,张世联,李源源. 桁材开孔腹板的线性屈曲强度分析[J]. 船舶工程, 2012, 34(4): 24-26
作者姓名:褚洪  张世联  李源源
作者单位:上海交通大学船舶海洋与建筑工程学院,上海,200240;中国船舶重工集团公司第701研究所上海分部,上海,201102
摘    要:
船体在总纵弯曲时甲板纵桁和船底纵桁承受较大的轴向压力,而在桁材腹板上开孔会影响其腹板的屈曲强度.针对这一问题,应用有限元屈曲特征值分析方法对受轴向压力开孔腹板的屈曲载荷进行计算.通过对计算结果的分析,对开孔尺寸和开孔位置对腹板屈曲强度影响的规律进行了归纳,并对腰圆孔和圆孔对腹板屈曲的影响程度做出了比较,对船体结构中腹板开孔尺寸及位置提出了一些建议.

关 键 词:开孔腹板  屈曲强度  有限元  特征值分析
收稿时间:2011-11-17
修稿时间:2012-01-29

Elastic buckling strength analysis of girder webs with cutouts
CHU HONG,Zhang Shilian and Li Yuanyuan. Elastic buckling strength analysis of girder webs with cutouts[J]. Ship Engineering, 2012, 34(4): 24-26
Authors:CHU HONG  Zhang Shilian  Li Yuanyuan
Affiliation:1.Institute of Naval Architecture,Ocean and Civil Engineering,Shanghai Jiao Tong University,Shanghai 200240,China;2.Shanghai Part of No.701 Research Institute,CSIC,Shanghai 201102,China
Abstract:
The deck and bottom longitudinal girders in ship structures are often subjected to high axial loads.On those web plates the cutouts can change the buckling strength of the girders.By using finite element buckling eigenvalue analysis,the buckling loads of plates with holes under axial loads are studied.With analysis of the calculation results,some general rules about the effects that the hole size and the position can exert on buckling strength are concluded.The patterns of the influences of circular holes and rectangular holes with round corners on buckling strength of web plates are compared.Some recommendations on the size and position of web holes are suggested.
Keywords:web with cutouts  buckling strength  finite element  eigenvalue analysis
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