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Peak uplift resistance of offshore slender structures shallowly buried in the sloping seabed considering wave actions 期刊论文
APPLIED OCEAN RESEARCH, 2022, 卷号: 129, 页码: 14
作者:  Yang, Hongkuan;  Guo, Zhen;  Wang, Lizhong;  Qi WG(漆文刚)
Adobe PDF(8729Kb)  |  收藏  |  浏览/下载:169/33  |  提交时间:2022/12/20
Sloping seabed  Wave actions  Slender structures  Peak uplift resistance  Reduction  
Buckling analysis of subsea pipeline with integral buckle arrestor using vector form intrinsic finite thin shell element 期刊论文
THIN-WALLED STRUCTURES, 2021, 卷号: 164, 页码: 14
作者:  Yu, Yang;  Li, Zhenmian;  Yu, Jianxing;  Xu, Leige;  Zhao, Mingren;  Cui, Yupeng;  Wu H(吴晗);  Duan, Qinghao
Adobe PDF(4633Kb)  |  收藏  |  浏览/下载:197/56  |  提交时间:2021/08/16
Subsea pipeline  Integral buckle arrestor  Buckling behavior  Vector form intrinsic finite element method (VFIFE)  Thin shell element  
Uplift soil resistance to a shallowly-buried pipeline in the sandy seabed under waves: Poro-elastoplastic modeling 期刊论文
APPLIED OCEAN RESEARCH, 2020, 卷号: 95, 页码: 13
作者:  Qi WG(漆文刚);  Shi YM(师玉敏);  Gao FP(高福平)
浏览  |  Adobe PDF(5720Kb)  |  收藏  |  浏览/下载:522/151  |  提交时间:2020/04/07
Wave-seabed-pipeline interaction  Poro-elastoplastic model  Buried pipe  Transient pore-pressure response  Vertical soil resistance  
深水海底管道典型失稳模式竞争机制及失稳预测 学位论文
博士论文,北京: 中国科学院大学, 2019
作者:  师玉敏
Adobe PDF(9893Kb)  |  收藏  |  浏览/下载:473/21  |  提交时间:2019/12/04
海底管道,管土相互作用,竞争机制,随机场,侧向屈曲,可靠度分析  
Numerical study on critical axial forces of upheaval buckling for initially stressed submarine pipelines on uneven seabed 期刊论文
OCEAN ENGINEERING, 2017, 卷号: 145, 页码: 344-358
作者:  Xu LG(许雷阁);  Lin M(林缅);  Lin, M (reprint author), Chinese Acad Sci, Inst Mech, Beijing, Peoples R China.
浏览  |  Adobe PDF(3609Kb)  |  收藏  |  浏览/下载:350/143  |  提交时间:2017/12/18
The Vfife Method  Dimensional Analysis  Upheaval Bucking  Uneven Seabed  
On the critical axial forces of upheaval buckling for imperfect submarine pipelines 期刊论文
ENGINEERING STRUCTURES, 2017, 卷号: 147, 页码: 692-704
作者:  Xu LG(许雷阁);  Lin M(林缅);  Lin, M (reprint author), Chinese Acad Sci, Inst Mech, Beijing, Peoples R China.
浏览  |  Adobe PDF(1950Kb)  |  收藏  |  浏览/下载:290/116  |  提交时间:2017/11/29
Submarine Pipeline  The Vfife Method  Dimensional Analysis  Dimensionless Imperfection Length  Upheaval Buckling  
PORO-ELASTOPLASTIC MODELLING OF UPLIFT RESISTANCE OF SHALLOWLY-BURIED PIPELINES 会议论文
36th ASME International Conference on Ocean, Offshore and Arctic Engineering, Trondheim, NORWAY, JUN 25-30, 2017
作者:  Qi WG(漆文刚);  Shi YM;  Gao FP(高福平);  Qi, WG (reprint author), Chinese Acad Sci, Key Lab Mech Fluid Solid Coupling Syst, Inst Mech, Beijing, Peoples R China.
浏览  |  Adobe PDF(3561Kb)  |  收藏  |  浏览/下载:207/53  |  提交时间:2018/01/16
Sand  Wave  Pipes  
Poro-elastoplastic modelling of uplift resistance of shallowlyburied pipelines 会议论文
ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2017, Trondheim, Norway, June 25, 2017 - June 30, 2017
作者:  Qi WG(漆文刚);  Shi YM(师玉敏);  Gao FP(高福平)
浏览  |  Adobe PDF(3561Kb)  |  收藏  |  浏览/下载:200/40  |  提交时间:2018/11/08
Arctic engineering  Elastoplasticity  Marine risers  Pore pressure  Soils  Stress analysis  Axial compressive forces  Elasto  plastic models  Heating and cooling  Internal friction angle  Numerical results  Operational cycle  Upheaval buckling  Uplift resistance  
海底长输管道侧向整体屈曲分析方法研究 学位论文
博士论文,北京: 中国科学院大学, 2016
作者:  汪宁
Adobe PDF(5110Kb)  |  收藏  |  浏览/下载:332/8  |  提交时间:2016/08/29
向量式有限元方法在长输油气管道安全中的应用研究 学位论文
博士论文,北京: 中国科学院大学, 2016
作者:  许雷阁
Adobe PDF(8934Kb)  |  收藏  |  浏览/下载:306/6  |  提交时间:2016/08/29