@Article{MeléndezVásquezAvil:2021:ThDyBe,
author = "Mel{\'e}ndez V{\'a}squez, Joseph Arthur and Avila, Juan Pablo
Julca",
affiliation = "{Instituto Nacional de Pesquisas Espaciais (INPE)} and
{Universidade Federal do ABC (UFABC)}",
title = "Three-dimensional dynamic behaviour of flexible catenary risers
with an internal slug flow",
journal = "Journal of Fluids and Structures",
year = "2021",
volume = "107",
pages = "e103409",
keywords = "Flexible riser, Slug flow, Fluid–structure interaction.",
abstract = "This work analyses the three-dimensional dynamic response of
flexible catenary risers when subjected to the effects of an
internal slug flow. The interaction between the flexible riser and
the internal slug flow is a rather complex phenomenon, and this is
because the forces due to the acceleration of the internal fluid
influence the riser dynamics, which, in turn, influences the slug
flow motion in its interior. In order to carry out this analysis,
a new computational tool called SLUGFLEX has been developed, which
is composed by two computational codes: the code that calculates
the structural dynamic response of the flexible riser, and the
other one that predicts the development of the internal slug flow.
In the structural analysis, the spatial discretization of the
riser is performed using spatial Euler beam finite elements, which
suffer large displacements, although with small deformations. The
tangent stiffness matrix and the internal force vector of the
structure are calculated using the corotational approach. The
internal slug flow, whose key feature is the intermittence of two
different regions: a liquid slug and a large bubble of gas, is
mathematically modelled by using a new one-dimensional lagrangian
slug tracking method, which has been based on a model developed
for straight pipes, and over which the effects of the curvature of
the riser and its dynamics were added. The dynamic response of the
riser is calculated by using the constant average acceleration
method, in combination with the incremental iterative Newton
Raphson scheme for follower loads. The numerical results show good
agreement when compared to the experimental ones obtained from the
literature.",
doi = "10.1016/j.jfluidstructs.2021.103409",
url = "http://dx.doi.org/10.1016/j.jfluidstructs.2021.103409",
issn = "0889-9746",
language = "en",
targetfile = "vasquez_three.pdf",
urlaccessdate = "19 maio 2024"
}