2018
DOI: 10.1007/s11071-018-4294-y
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Application of the finite segment method to stabilisation of the force in a riser connection with a wellhead

Abstract: This paper presents a spatial model of riser dynamics formulated using the segment method and its applications. The model has been validated by comparison of the authors' own results with those obtained from experimental measurements and Abaqus on the basis of forced vibration with large amplitude for the riser submerged in water. The influence of the sea environment is considered. Correctness and numerical effectiveness of the model enable us to formulate and solve the force stabilisation problem. A dynamic o… Show more

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Cited by 15 publications
(4 citation statements)
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“…Iwona Adamiec-Wójcik and Stanisław Wojciech studied the space model of the riser dynamics developed by the proposed method and its application through experimental and numerical simulation results. It is concluded that the movement of the upper end of the riser compensates for the horizontal movement of the base and stabilizes the force in the connection of the riser to the wellhead [151]. Wenlong Li et al evaluated the stability of the wellhead using composite casing by establishing a mechanical model.…”
Section: Wellbore Integrity Assessmentmentioning
confidence: 99%
“…Iwona Adamiec-Wójcik and Stanisław Wojciech studied the space model of the riser dynamics developed by the proposed method and its application through experimental and numerical simulation results. It is concluded that the movement of the upper end of the riser compensates for the horizontal movement of the base and stabilizes the force in the connection of the riser to the wellhead [151]. Wenlong Li et al evaluated the stability of the wellhead using composite casing by establishing a mechanical model.…”
Section: Wellbore Integrity Assessmentmentioning
confidence: 99%
“…The traditional POD-Galerkin ROM is capable of solving FSI problems when the solid domains are treated as fluid domains [2]. The method for decoupling the solid domain is borrowed from the Finite Segment Method used for the dynamic analysis of a slender system, in which a continuous system is replaced by a system of rigid bodies that reflect the inertial features of the system modelled, as schematically shown in Figure 1 [30]. The segments are connected by means of joints consisting of massless and nondimensional springdamping elements that represent the stiffness characteristics of the link.…”
Section: Solid Domain Decompositionmentioning
confidence: 99%
“…Since the 1970s, similar methods have also been developed: the segment method (SM) (Connelly and Huston 1994a, b;Xu and Wang 2012;Xu et al 2013;Adamiec-Wójcik and Wojciech 2018) and the rigid finite element method (RFEM) (Kruszewski et al 1975;Wittbrodt et al 2006;Drąg 2017;Adamiec-Wójcik et al 2021a). The main idea of the methods consists in dividing the flexible links (risers, ropes) into rigid elements (rfe), which assume the inertial properties (mass, mass moments of inertia) of a discrete element, and into massless and non-dimensional spring-damping elements (sde), which reflect flexibility and damping.…”
Section: Introductionmentioning
confidence: 99%