2020
DOI: 10.1016/j.oceaneng.2020.107780
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Subsea wellhead stability study of composite casing for deepwater drilling

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Cited by 8 publications
(6 citation statements)
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“…The bending moment, shear force, and tension are usually extracted from the decoupled model of the structures between the LFJ and the upper flexible joint (UFJ) or a floating unit/vessel [6,12,13,14,26]. The wellhead constructors are modeled as linear elastic piles, and the interaction between the piles and the seabed soil is modeled as a pipe-soil coupled model.…”
Section: Wellhead and Casing Couplingmentioning
confidence: 99%
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“…The bending moment, shear force, and tension are usually extracted from the decoupled model of the structures between the LFJ and the upper flexible joint (UFJ) or a floating unit/vessel [6,12,13,14,26]. The wellhead constructors are modeled as linear elastic piles, and the interaction between the piles and the seabed soil is modeled as a pipe-soil coupled model.…”
Section: Wellhead and Casing Couplingmentioning
confidence: 99%
“…During drilling operations, the wellhead system and top casings are designed to support dynamic loads from the connected riser via the blowout preventer (BOP) and/or lower marine riser package (LMRP) [1,2]. The wellhead is easily and inevitably 2 damaged due to a variety of factors, including the low-cycle and huge loads transmitted through the global riser system and the soil-casing weak interaction (especially in soft or very soft seabed soils) [4,5,6]. Currently, many studies are focusing on the hydrodynamic characteristics of floating units, as well as the static and dynamic behaviors, strength, and stability of riser joints [7,8,9,10,11].…”
Section: Introductionmentioning
confidence: 99%
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“…The composite casing structure has better stability than the previous conventional jet conductors, and the composite casing composed of larger conductors has better stability and lower horizontal displacement and vertical load. Once the horizontal displacement profile is obtained, the bending moment, deflection angle, and shearing force profiles can be calculated as follows (see Figure 10) [152]:…”
Section: Wellbore Integrity Assessmentmentioning
confidence: 99%
“…Eng. 2022, 10, x FOR PEER REVIEW 2 conductors has better stability and lower horizontal displacement and vertical load the horizontal displacement profile is obtained, the bending moment, deflection and shearing force profiles can be calculated as follows (see Figure 10) [152]:…”
Section: Wellbore Integrity Assessmentmentioning
confidence: 99%