[1]孙彦彦 李昕. 在内压和弯曲载荷下钢管临界屈曲应变的确定[J].油气储运,2013,32(9):1022-1026.[doi:10.6047/j.issn.1000-8241.2013.09.022]
 Sun Yanyan,Li Xin.Determination of critical buckling strain for steel pipe under internal strength and bending loads[J].Oil & Gas Storage and Transportation,2013,32(9):1022-1026.[doi:10.6047/j.issn.1000-8241.2013.09.022]
点击复制

 在内压和弯曲载荷下钢管临界屈曲应变的确定

参考文献/References:

[1] 周延东,刘日柱. 我国海底管道的发展状况与前景[J]. 中国海上油气(工程),1998,10(4):1-5.
[2] 帅健,于桂杰. 管道及储罐强度设计[M]. 北京:石油工业出版社,2006:2-8.
[3] 陈严飞. 海底腐蚀管道破坏机理和极限承载力研究[D]. 大连:大连理工大学,2009.
[4] CAN/CSA-S16. 1-94 Limit state design of steel structures[S].Ontario:Canadian Standard Association,1994.
[5] Standard DNV. DNV-OS-F101 Submarine pipeline systems[S].Oslo:Det Norske Veritas,2000.
[6] Hauch S R,Bai Y. Bending moment capacity of pipes[J]. Journal of Offshore Mechanics and Arctic Engineering,2000,122(4):
243-252.
[7] Corona E,Lee L H,Kyriakides S. Yield anisotropy effects on buckling of circular tubes under bending[J]. International Journal
of Solids and Structures,2006,43(22):7 099-7 118.
[8] Dorey A B. Critical buckling strains in energy pipelines[D].Edmonton:University of Alberta,2001.
[9] Mohareb M,Kulak G,Elwi A,et al. Testing and analysis of steel pipe segments[J]. Journal of Transportation Engineering,2001,
127(5):408-417.
[10] Association C S. Z662-96 Oil and gas pipeline systems[S]. Etobicoke:Canadian Standards Association,1996.
[11] Ozkan I F,Mohareb M. Testing and analysis of steel pipes under bending, tension, and internal pressure[J]. Journal of Structural
Engineering,2009,135(2):187-197.
[12] Delcol P R. Behaviour of large-diameter line pipe under combined loads[D]. Edmonton:University of Alberta,1999.
[13] Maes M A,Salama M M,Dann M. Reliability of burst limit states for damaged and corroded high strength pipelines[C].
25th International Conference on Offshore Mechanics and Arctic Engineering,ASME,Hamburg,Germany,June 4-9,
2006.
[14] Mohareb M E. Deformational behaviour of line pipe[D].Edmonton:University of Alberta,1995.

相似文献/References:

[1]李新宏,朱红卫,陈国明,等.海底管道泄漏天然气扩散规律数值模拟[J].油气储运,2016,35(2):215.[doi:10.6047/j.issn.1000-8241.2016.02.019]
 LI Xinhong,ZHU Hongwei,CHEN Guoming,et al.Numerical simulation on the gas diffusion law due to leakage of submarine pipeline[J].Oil & Gas Storage and Transportation,2016,35(9):215.[doi:10.6047/j.issn.1000-8241.2016.02.019]
[2]李新宏 朱红卫 陈国明 孟祥坤.海底管道泄漏天然气扩散规律数值模拟[J].油气储运,2016,35(预出版):1.
 LI Xinhong,ZHU Hongwei,CHEN Guoming,et al.Numerical simulation on the gas diffusion law due to leakage of submarine pipeline[J].Oil & Gas Storage and Transportation,2016,35(9):1.

备注/Memo

 基金项目:新世纪优秀人才支持计划资助项目“腐蚀缺陷位于焊缝位置的深水海底管道破坏机理研究”,NCET-11-0051;国家重点
基础研究发展计划(973 计划)“深海柔性结构的非线性流固耦合振动与破坏机理”,2011CB013702。
孙彦彦,在读硕士生,1987 年生,2010 年毕业于沈阳工业大学土木工程专业,现主要从事管线钢结构方面的技术研究。
电话:13998674797;Email:sunyanyan0422@163.com(收稿日期:2013-01-15;编辑:关中原)

更新日期/Last Update: 2013-11-05