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中国科学院力学研究所机构知识库
Knowledge Management System of Institue of Mechanics, CAS
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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
Authors:
Yang, Hongkuan
;
Guo, Zhen
;
Wang, Lizhong
;
Qi WG(漆文刚)
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Submit date: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
Authors:
Yu, Yang
;
Li, Zhenmian
;
Yu, Jianxing
;
Xu, Leige
;
Zhao, Mingren
;
Cui, Yupeng
;
Wu H(吴晗)
;
Duan, Qinghao
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Submit date: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
Authors:
Qi WG(漆文刚)
;
Shi YM(师玉敏)
;
Gao FP(高福平)
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Submit date: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
Authors:
师玉敏
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Submit date: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
Authors:
Xu LG(许雷阁)
;
Lin M(林缅)
;
Lin, M (reprint author), Chinese Acad Sci, Inst Mech, Beijing, Peoples R China.
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Submit date: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
Authors:
Xu LG(许雷阁)
;
Lin M(林缅)
;
Lin, M (reprint author), Chinese Acad Sci, Inst Mech, Beijing, Peoples R China.
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Submit date: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
Authors:
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.
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Submit date: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
Authors:
Qi WG(漆文刚)
;
Shi YM(师玉敏)
;
Gao FP(高福平)
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Submit date: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
Authors:
汪宁
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Submit date: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
Authors:
许雷阁
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Submit date:2016/08/29