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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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Indexed By:SCI
Source Publication:OCEAN ENGINEERING
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A non-Darcy flow model for a non-cohesive seabed involving wave-induced instantaneous liquefaction
期刊论文
OCEAN ENGINEERING, 2021, 卷号: 239, 页码: 16
Authors:
Zhou, Mo-Zhen
;
Qi WG(漆文刚)
;
Jeng, Dong-Sheng
;
Gao FP(高福平)
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View/Download:264/53
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Submit date:2021/11/01
Nonlinear complementarity problem
Karush-Kuhn-Tucker (KKT) condition
Penalty method
Non-Darcy flow model
Seabed liquefaction
Wave-seabed interactions
Time-domain analysis of vortex-induced vibration of a flexible mining riser transporting flow with various velocities and densities
期刊论文
OCEAN ENGINEERING, 2021, 卷号: 220, 页码: 18
Authors:
Duan JL(段金龙)
;
Zhou JF(周济福)
;
You, Yunxiang
;
Wang X(王旭)
Adobe PDF(14464Kb)
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Submit date:2021/03/30
Vortex-induced vibration
Internal flow
Time domain prediction method
Coupling of in-line and cross-flow responses
Vertical water entry of projectiles with surface seal
期刊论文
OCEAN ENGINEERING, 2020, 卷号: 216, 页码: 107606
Authors:
Wang YF(王宇飞)
;
Ye BS(叶秉晟)
;
Wang ZY(王志英)
;
Huang J(黄荐)
;
Wang YW(王一伟)
;
Huang CG(黄晨光)
Adobe PDF(9919Kb)
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View/Download:423/157
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Submit date:2021/01/29
A new model for wave-induced instantaneous liquefaction in a non-cohesive seabed with dynamic permeability
期刊论文
OCEAN ENGINEERING, 2020, 卷号: 213, 页码: 15
Authors:
Zhou MZ
;
Jeng DS
;
Qi WG(漆文刚)
Adobe PDF(4470Kb)
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View/Download:253/73
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Submit date:2020/10/23
Dynamic permeability
Excess pore pressure
Soil liquefaction
Wave-seabed interaction
Numerical study of the pressure wave-induced shedding mechanism in the cavitating flow around an axisymmetric projectile via a compressible multiphase solver
期刊论文
OCEAN ENGINEERING, 2019, 卷号: 187, 页码: 9
Authors:
Ye BS(叶秉晟)
;
Wang YW(王一伟)
;
Huang CG(黄晨光)
;
Huang J(黄荐)
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View/Download:411/113
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Submit date:2019/11/12
Cavitation
Compressibility
Shedding mechanism
OpenFOAM (R)
A numerical and experimental study of internal solitary wave loads on semi-submersible platforms
期刊论文
OCEAN ENGINEERING, 2018, 卷号: 150, 页码: 298-308
Authors:
Wang X(王旭)
;
Zhou JF(周济福)
;
Wang Z(王展)
;
You YX
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View/Download:296/92
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Submit date:2018/10/30
Internal solitary waves
Semi-submersible platform
Wave loads
Bearing capacity of spudcan foundations in a spatially varying clayey seabed
期刊论文
OCEAN ENGINEERING, 2017, 卷号: 143, 页码: 97-105
Authors:
Li L
;
Li JH
;
Huang JS
;
Gao FP(高福平)
;
Li, JH (reprint author), Harbin Inst Technol, Dept Civil & Environm Engn, Shenzhen Grad Sch, Shenzhen 518055, Peoples R China.
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Submit date:2017/11/29
Spudcan Foundation
Spatial Variability
Bearing Capacity
Clay
Mobilized Shear Strength
An analytical solution for response of a porous seabed to combined wave and current loading
期刊论文
OCEAN ENGINEERING, 2013, 卷号: 57, 页码: 240-247
Authors:
Zhang Y
;
Jeng DS
;
Gao FP(高福平)
;
Zhang JS
;
Jeng, DS (reprint author), Shanghai Jiao Tong Univ, Dept Civil Engn, Ctr Marine Geotech Engn, Key Lab Ocean Engn, Shanghai 200240, Peoples R China.
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Submit date:2013/03/15
Pore Pressure
Wave-current Interactions
Porous Seabed
Effective Stresses
Submarine pipeline lateral instability on a sloping sandy seabed
期刊论文
OCEAN ENGINEERING, 2012, 卷号: 50, 页码: 44-52
Authors:
Gao FP(高福平)
;
Han XT(韩希霆)
;
Cao J
;
Sha Y
;
Cui JS(崔金声)
;
Gao, FP
;
Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China.
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View/Download:1721/508
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Submit date:2013/01/18
Sloping Seabed
Deepwater Pipeline
On-bottom Stability
Ocean Currents
Partially-embedded Pipeline
Scour
Flow
Stability
Currents