Javascript must be enabled to continue!
Research on Fatigue Damage of Suction Pile in Deep Sea Drilling
View through CrossRef
Abstract
In recent years, the use of suction pile foundations in deep-sea drilling operations has been increasingly adopted worldwide. Suction piles have a long service life and are difficult to maintain, so there is a risk of fatigue failure during drilling. This necessitates a study of the mechanical properties and cumulative fatigue damage of suction piles during drilling. Based on a flexible deformation model of the riser, and considering environmental load effects, mechanical analysis models for the platform-riser and the subsea wellhead suction pile foundation are established separately using a decoupling method. This allows for the analysis of fatigue hotspots in suction piles. Through the dynamic response analysis of the system, the fatigue damage of the suction pile foundation is calculated. A parametric case study is presented for a deep-water block in the South China Sea, discussing the influence of the suction pile's aspect ratio on hotspot locations and fatigue damage.The results show that under drilling conditions, fatigue hotspots are located on the inner conductor walls at the front and rear sides of the suction pile, just below the top plate. The smaller the aspect ratio of the suction pile, the closer the hotspots are to the top plate. Additionally, the aspect ratio of the suction pile has a minimal effect on structural fatigue, with fatigue damage values at hotspots increasing as the aspect ratio increases.The novelty of this study lies in exploring the fatigue damage laws of suction pile foundations in deep-sea drilling, ensuring operational safety, and guiding the design and application of suction piles in the South China Sea.
Title: Research on Fatigue Damage of Suction Pile in Deep Sea Drilling
Description:
Abstract
In recent years, the use of suction pile foundations in deep-sea drilling operations has been increasingly adopted worldwide.
Suction piles have a long service life and are difficult to maintain, so there is a risk of fatigue failure during drilling.
This necessitates a study of the mechanical properties and cumulative fatigue damage of suction piles during drilling.
Based on a flexible deformation model of the riser, and considering environmental load effects, mechanical analysis models for the platform-riser and the subsea wellhead suction pile foundation are established separately using a decoupling method.
This allows for the analysis of fatigue hotspots in suction piles.
Through the dynamic response analysis of the system, the fatigue damage of the suction pile foundation is calculated.
A parametric case study is presented for a deep-water block in the South China Sea, discussing the influence of the suction pile's aspect ratio on hotspot locations and fatigue damage.
The results show that under drilling conditions, fatigue hotspots are located on the inner conductor walls at the front and rear sides of the suction pile, just below the top plate.
The smaller the aspect ratio of the suction pile, the closer the hotspots are to the top plate.
Additionally, the aspect ratio of the suction pile has a minimal effect on structural fatigue, with fatigue damage values at hotspots increasing as the aspect ratio increases.
The novelty of this study lies in exploring the fatigue damage laws of suction pile foundations in deep-sea drilling, ensuring operational safety, and guiding the design and application of suction piles in the South China Sea.
Related Results
Suction Pile Allowable Suction Pressure Envelopes Based on Soil Failure and Structural Buckling
Suction Pile Allowable Suction Pressure Envelopes Based on Soil Failure and Structural Buckling
Abstract
This study develops the allowable suction pressure envelopes using applicable industrial codes for different suction pile sizes at various penetration depth...
Analysis Of Three-Dimensional Pile Groups With Nonlinear Soil Response And Pile-Soil-Pile Interaction
Analysis Of Three-Dimensional Pile Groups With Nonlinear Soil Response And Pile-Soil-Pile Interaction
ABSTRACT
Present methods of pile group analysis are either limited to special geometric cases or do not consider pile-soil-pile interaction. An analytical procedu...
Simplified Heat Transfer Model for Spiral‐Coil Energy Pile Groups and the Pile–Pile Thermal Interference
Simplified Heat Transfer Model for Spiral‐Coil Energy Pile Groups and the Pile–Pile Thermal Interference
ABSTRACTThe spiral heat exchanger of the energy pile groups is divided into multiple segments. Each heat exchanger segment is regarded as a three‐dimensional spiral heat source of ...
Pile–Soil Interaction and Group Pile Effect in Composite Foundation Under Different Pile Length Conditions
Pile–Soil Interaction and Group Pile Effect in Composite Foundation Under Different Pile Length Conditions
With the rapid development of urbanization and infrastructure construction, the requirements for the foundation design of high-rise buildings and large bridges are increasing. Pile...
Hemolytic characteristics of three suctioning systems for use with a newly developed cardiopulmonary bypass system
Hemolytic characteristics of three suctioning systems for use with a newly developed cardiopulmonary bypass system
Introduction: We have been developing a closed-circuit cardiopulmonary bypass (CPB) system (“Dihead CPB”) for application during coronary artery bypass grafting (CABG) and valve su...
Contact between Prefabricated Pile and Pile Clamping Jaws under Pile Driving
Contact between Prefabricated Pile and Pile Clamping Jaws under Pile Driving
Pile clamping mechanism with hydraulic static pile driver has advantages of convenient for the design, improvement and use. The maximum transmission pile driving force of pile clam...
The Effects of Periodic Suction on Separated Flow in Diffuser
The Effects of Periodic Suction on Separated Flow in Diffuser
The effects of periodic suction on the separated flow are still unclear and the relevant researches are still scarce, thus this paper presents a periodic suction method to suppress...
Underwater Pile Driving Test Offshore Louisiana
Underwater Pile Driving Test Offshore Louisiana
ABSTRACT
This report presents results of an underwater pile driving test conducted at South Marsh Island Block 130, offshore Louisiana. A 24inch diameter tubular ...

