FAILURE MECHANISM AND LIMIT LOAD CAPACITY OF SUBSEA PIPELINES WITH DENT DEFECTS

被引:0
作者
Chen, Yanfei [1 ,2 ]
Zong, You [1 ]
Dong, Shaohua [1 ]
Yan, Yufeng [1 ]
He, Guoyan [1 ]
Hou, Fuheng [1 ]
机构
[1] China Univ Petr, Natl Engn Lab Pipeline Safety, MOE Key Lab Petr Engn, Beijing Key Lab Urban Oil & Gas Distribut Technol, Beijing 102249, Peoples R China
[2] Dalian Univ Technol, State Key Lab Struct Anal Ind Equipment, Dalian 116024, Peoples R China
来源
PROCEEDINGS OF ASME 2021 40TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING (OMAE2021), VOL 2 | 2021年
基金
美国国家科学基金会;
关键词
Smooth dent; Kinked dent; Collapse; Buckling; External pressure; Bending moment; COLLAPSE BEHAVIOR; PRESSURE; PIPES;
D O I
暂无
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
With the development of oil and gas resources extending to the deep sea, more and more submarine pipelines are applied, and the importance of the structural and functional integrity of submarine pipelines is becoming more and more prominent. Dent has long been considered one of the potential factors affecting the integrity of submarine pipelines, which can be formed when pipelines are impacted by fallings objects from the sea surface. Due to the seabed subsidence, pipeline suspension and earthquake, mudslide activity and other factors, submarine pipelines may be under bending moment, seriously affecting the safe operation of submarine pipelines. The study of failure and limit load capacity of submarine pipelines under external pressure and bending moment is of great significance. In this paper, the nonlinear finite element method is used to study the collapse failure and local buckling failure of subsea pipelines under external pressure and bending moment respectively. The process of the pipeline being dented by the impact of objects is simulated, spherical denter and wedge-shaped denter are considered. The influence of D/t and dent depth on collapse capacity and bending capacity are investigated. The results can be referred in engineering practice.
引用
收藏
页数:7
相关论文
共 40 条
[21]   Failure assessment on offshore girth welded pipelines due to corrosion defects [J].
Zhang, Y. M. ;
Tan, T. K. ;
Xiao, Z. M. ;
Zhang, W. G. ;
Ariffin, M. Z. .
FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2016, 39 (04) :453-466
[22]   Limit Load Capacity of Thick-walled Pipe in Ultra-deep Water [J].
Selker, Ruud ;
Brugmans, Joost ;
Liu, Ping ;
Sicilia, Carlos .
INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING, 2022, 32 (01) :114-122
[23]   EFFECT OF AXIAL TENSILE STRAIN ON YIELD LOAD-CARRYING CAPACITY OF PIPELINES [J].
Zhu, Xian-Kui ;
Leis, Brain N. .
PROCEEDINGS OF THE ASME INTERNATIONAL PIPELINE CONFERENCE 2010, VOL 4, 2010, :293-+
[24]   Predicting the limit pressure capacity of pipe elbows containing single defects [J].
Khalajestani, Mohsen Khalaj ;
Bahaari, Mohammad Reza ;
Salehi, Alireza ;
Shahbazi, Siamak .
APPLIED OCEAN RESEARCH, 2015, 53 :15-22
[25]   Failure mechanism of long-distance pipelines having gouged dents [J].
Tian, Xiao ;
Lu, Minxu .
ENGINEERING FAILURE ANALYSIS, 2022, 140
[26]   A study on burst failure mechanism analysis and quantitative risk assessment of corroded pipelines with random pitting clusters [J].
Jiang, Fengyuan ;
Dong, Sheng ;
Zhao, Enjin .
OCEAN ENGINEERING, 2023, 284
[27]   Surface-initiated rolling contact fatigue on a dent: Microstructural evolutions through failure mechanism [J].
Goigoux, A. ;
Cazottes, S. ;
Biboulet, N. ;
Ville, F. ;
Douillard, T. ;
Veron, M. ;
Dubois, P. E. ;
Sidoroff, C. .
ACTA MATERIALIA, 2024, 277
[28]   Load-Bearing Capacity of X80 Dented Pipelines under Typical Loads [J].
Wang, Luo ;
Tian, Xiao ;
Yang, Hao .
JOURNAL OF FAILURE ANALYSIS AND PREVENTION, 2024, 24 (01) :190-201
[29]   COMPUTATIONAL ASSESSMENT OF REMAINING LOAD CARRYING CAPACITY OF PIPES WITH AREAL SURFACE DEFECTS [J].
Spaniel, Miroslav ;
Novotny, Ctirad ;
Ruzicka, Milan ;
Petros, Jaroslav ;
Pavelkova, Romana .
ASME PRESSURE VESSELS AND PIPING CONFERENCE - 2009, VOL 2, 2010, :315-321
[30]   Limit analysis on roof failure mechanism of tunnels subjected to sequential excavations [J].
Zeng, Zhengqiang ;
Lyu, Cheng ;
Wu, Shengzhi .
COMPUTERS AND GEOTECHNICS, 2024, 165