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漆文刚 [2]
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Date Issued:2022
Community:流固耦合系统力学重点实验室
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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)
Adobe PDF(8729Kb)
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View/Download:211/47
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Submit date:2022/12/20
Sloping seabed
Wave actions
Slender structures
Peak uplift resistance
Reduction
On-Bottom Stability of Submarine Pipelines
图书章节
2022
Authors:
Gao FP(高福平)
Adobe PDF(202Kb)
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View/Download:107/33
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Submit date:2023/03/20
C/SiC复合材料激光热力烧蚀机理与多场耦合行为
学位论文
博士论文,北京: 中国科学院大学, 2022
Authors:
王喆
Adobe PDF(15718Kb)
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Submit date:2022/06/30
C/SiC复合材料
激光烧蚀行为
高超声速气流
机械剥蚀
流-热-烧蚀多场耦合效应
An optimized volume of fluid method for modelling three-dimensional debris flows. Implementation in OpenFOAM, validation, and application in the Aiwa Watershed, Beijing
期刊论文
COMPUTERS AND GEOTECHNICS, 2022, 卷号: 144, 页码: 14
Authors:
Zhang Y(张岩)
;
Lyu, Liqun
;
Li P(李鹏)
Adobe PDF(3322Kb)
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View/Download:451/94
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Submit date:2022/03/28
Debris flow
Volume of fluid
Herschel-Bulkley
Aiwa Watershed
OpenFOAM
Wall Slip and Flow Characteristics of Gas-Liquid-Solid Phase Coupling Flowing in Horizontal Pipelines
期刊论文
INDUSTRIAL & ENGINEERING CHEMISTRY RESEARCH, 2022, 卷号: 61, 期号: 14, 页码: 4951
Authors:
Hou LT(侯林彤)
;
Zhang D(张栋)
;
Yang M(杨猛)
;
Liu S(刘硕)
;
Xu JY(许晶禹)
Adobe PDF(3414Kb)
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Submit date:2022/10/23
Study on the Pore Structure and Fractal Characteristics of Different Lithofacies of Wufeng-Longmaxi Formation Shale in Southern Sichuan Basin, China
期刊论文
ACS OMEGA, 2022, 卷号: 7, 期号: 10, 页码: 8724-8738
Authors:
Qian, Chao
;
Li, Xizhe
;
Shen WJ(沈伟军)
;
Zhang, Qing
;
Guo, Wei
;
Hu, Yong
;
Cui, Yue
;
Jia, Yuze
Adobe PDF(8671Kb)
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Submit date:2022/06/10
Predicting the Instability Trajectory of an Obliquely Loaded Pipeline on a Clayey Seabed
期刊论文
JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2022, 卷号: 10, 期号: 2, 页码: 21
Authors:
Wang N(汪宁)
;
Qi WG(漆文刚)
;
Gao FP(高福平)
Adobe PDF(4148Kb)
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Submit date:2022/05/17
deep-sea pipeline
clayey seabed
oblique load
bearing capacity
failure envelope
critical pipe weight