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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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浏览/检索结果:
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An Analytical Calculation Method and Mechanical Response Laws of Buried Pipelines Subjected to the Impact of Transverse Landslides
会议论文
International Conference on Applied Mechanics, Materials Physics, and Engineering Structures (MMPES 2023), Wuhan, China, 05/01/2023 - 06/01/2023
作者:
Fan ZY(樊志勇)
;
Wu,Bin
;
Liu TP(刘天苹)
;
Zhao Y(赵颖)
;
Liu XY(刘晓宇)
Adobe PDF(1745Kb)
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浏览/下载:108/32
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提交时间:2023/07/17
Transverse Landslides
Buried Pipeline
Analytical Method
Mechanical Responses
Influence Factors
Stochastic analysis on the lateral buckling of a HPHT pipeline considering the spatial variability of seabed
期刊论文
OCEAN ENGINEERING, 2023, 卷号: 268, 页码: 113392
作者:
Shi YM(师玉敏)
;
Wang N(汪宁)
;
Gao FP(高福平)
Adobe PDF(11019Kb)
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浏览/下载:65/0
  |  
提交时间:2023/06/15
Submarine pipeline
Lateral buckling
Spatial variability
Random field
Monte Carlo simulation
A Slip-Line Field Solution for the Ultimate Bearing Capacity of a Pipeline Under Oblique Loading on a Clayey Seabed
期刊论文
INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING, 2022, 卷号: 32, 期号: 4, 页码: 473-479
作者:
Wang N(汪宁)
;
Qi WG(漆文刚)
;
Shi YM(师玉敏)
;
Gao FP(高福平)
Adobe PDF(117Kb)
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浏览/下载:185/43
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提交时间:2023/02/03
Bearing capacity
deep-sea pipeline
oblique loading
slip-line field theory
failure envelope
pipe-soil interaction
clayey seabed
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
作者:
Wang N(汪宁)
;
Qi WG(漆文刚)
;
Gao FP(高福平)
Adobe PDF(4148Kb)
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浏览/下载:354/195
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提交时间:2022/05/17
deep-sea pipeline
clayey seabed
oblique load
bearing capacity
failure envelope
critical pipe weight
Coupled Flow-Seepage-Elastoplastic Modeling for Competition Mechanism between Lateral Instability and Tunnel Erosion of a Submarine Pipeline
期刊论文
JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2021, 卷号: 9, 期号: 8, 页码: 25
作者:
Shi YM(师玉敏)
;
Gao FP(高福平)
;
Wang N(汪宁)
;
Yin, Zhenyu
Adobe PDF(9160Kb)
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浏览/下载:1195/960
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提交时间:2021/11/01
submarine pipeline
pipe-soil interaction
flow-seepage-elastoplastic modeling
on-bottom stability
competition mechanism
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)
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浏览/下载:198/57
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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
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Adobe PDF(5720Kb)
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浏览/下载:526/151
  |  
提交时间:2020/04/07
Wave-seabed-pipeline interaction
Poro-elastoplastic model
Buried pipe
Transient pore-pressure response
Vertical soil resistance
Numerical study of scour depth effect on wave-induced seabed response and liquefaction around a pipeline
期刊论文
MARINE GEORESOURCES & GEOTECHNOLOGY, 2019, 页码: 12
作者:
Li H
;
Wang SQ
;
Chen XG
;
Hu C(胡存)
;
Liu JZ
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  |  
Adobe PDF(2068Kb)
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浏览/下载:228/91
  |  
提交时间:2020/03/21
Pipeline
liquefaction depth
scour depth
pore pressure response
anisotropic seabed
Physical modeling of the axial pipe-soil interaction for pipeline walking on a sloping sandy seabed
期刊论文
OCEAN ENGINEERING, 2019, 卷号: 178, 页码: 20-30
作者:
Shi YM(师玉敏)
;
Wang N(汪宁)
;
Gao FP(高福平)
;
Qi WG(漆文刚)
;
Wang JQ
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Adobe PDF(3657Kb)
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浏览/下载:510/105
  |  
提交时间:2019/05/29
Sloping seabed
Pipeline walking
Pipeline-seabed interaction
Physical modeling
Lateral instability and tunnel erosion of a submarine pipeline: competition mechanism
会议论文
1st International Symposium on Marine Engineering Geology (ISMEG), Ocean Univ China, Shandong Prov Key Lab Marine Environm & Geol Engn, Qingdao, PEOPLES R CHINA, OCT 21-24, 2016
作者:
Shi YM(师玉敏)
;
Gao FP(高福平)
浏览
  |  
Adobe PDF(1889Kb)
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浏览/下载:200/37
  |  
提交时间:2019/04/19
Submarine pipeline
Pipeline-soil interaction system
Lateral instability
Tunnel erosion
Competition mechanism