首页 | 本学科首页   官方微博 | 高级检索  
     

计及船体剪力作用和弹性固支的槽型舱壁极限强度分析
引用本文:纪汇涤,崔维成,张圣坤. 计及船体剪力作用和弹性固支的槽型舱壁极限强度分析[J]. 船舶力学, 2001, 5(2): 43-54
作者姓名:纪汇涤  崔维成  张圣坤
作者单位:上海交通大学船舶与海洋工程学院,
摘    要:本文在Paik等人提出的预测槽型舱壁单槽梁模型极限弯矩的基础上,根据弹塑性导出了考虑到轴向载荷影响的计算公式。然后在同时考虑甲板及双层底对槽型舱壁弹性固支条件下,提出了单槽梁在轴向压力与侧向分布载荷联合作用下的极限压强预测公式。通过将计算结果分别与模型试验的结果和有限元计算的结果进行比较,对公式进行了验证。最后还讨论了轴向压力和端部固支刚度对槽型舱壁极限强度的影响。

关 键 词:散货船 槽型舱壁 极限弯矩 临界刚度系数 极限压强
文章编号:1007-7294-2001-02-0043-012
修稿时间:2000-01-08

Ultimate Strength Analysis of Corrugated Bulkheads Considering Influences of Shear Force and the Elastically-fixed Rigidity of Adjoining Structure
JI Hui-di,CUI Wei-cheng,ZHANG Sheng-kun. Ultimate Strength Analysis of Corrugated Bulkheads Considering Influences of Shear Force and the Elastically-fixed Rigidity of Adjoining Structure[J]. Journal of Ship Mechanics, 2001, 5(2): 43-54
Authors:JI Hui-di  CUI Wei-cheng  ZHANG Sheng-kun
Abstract:In this paper, formulas to calculate the ultimate bending moment of a beam-column were first derived using the elasto-plastic analysis.Then,simplified formulas for predicting the ultimate lateral pressure of corrugated bulkheads were derived using the beam-column theory.The formulas can take account of the influences of shear force and the elastically-fixed rigidity of adjoining structures. By comparing the results from present formulas with those of tests and numerical analyses,it has been shown that the formulas derived in this paper are accurate and reliable for engineering purposes.Thus,a more powerful design tool is provided.Finally,the effects of the shear force and rigidities of adjoining structures on the ultimate strength of corrugated bulkheads have also been studied.
Keywords:bulk carriers   corrugated bulkheads   ultimate bending moment   critical elastically-fixed rigidity coefficient   ultimate pressure
本文献已被 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号