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Flexible Risers sentence examples within vortex induced vibration
Under the actions of ocean currents and/or waves, deep-sea flexible risers are often subject to vortex-induced vibration (VIV).
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As an important component transporting resources such as oil and mineral ores mixture from the seabed to the surface in ocean engineering, vortex-induced vibration (VIV) of flexible risers can be encountered when the risers are subjected to the external environmental conditions.
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Flexible Risers sentence examples within Unbonded Flexible Risers
Interlocked armor layers of unbonded flexible risers may crush when risers are being launched.
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Nevertheless, detailed understanding of local armor wire stresses and the related fatigue phenomena is of paramount importance as unbonded flexible risers are often operated close to their mechanical limits.
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Flexible Risers sentence examples within Sea Flexible Risers
With the development of deep-sea oil and gas resources, the aspect ratio of deep-sea flexible riser has reached the order of 102–103, which makes the experimental model of the equal scale of deep-sea flexible risers challenging to achieve under typical experimental conditions.
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Under the actions of ocean currents and/or waves, deep-sea flexible risers are often subject to vortex-induced vibration (VIV).
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This paper presents the development of an automated inspection system for flexible risers that are used to connect wellheads on the seafloor to the offshore production and storage facility.
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Failure of flexible risers can occur, among several factors, due to their cold drawn carbon steel tensile armor wires collapse.
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During the installation of marine flexible pipelines, components, such as flexible risers, umbilicals, and cables, subject to wave motion and ship yaw can cause torque on such pipelines.
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Purpose
The inspection of flexible risers is a critical activity to ensure continuous productivity and safety in oil and gas production.
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Flexible risers are designed with strong anti-collapse capacities which enable them to operate in deep-water reservoirs.
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A real-time understanding of the structural integrity of flexible risers is critical to avoiding failures as well as unnecessary and costly replacements.
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The flexible risers, usually installed in lazy wave configurations at such water depths, were optimized reducing the total buoyancy necessary.
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Flexible risers have been widely utilized for the transfer of oil and gas products from a well to production units.
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Flexible risers are widely employed in deep-sea oil and gas development.
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In recent years, the dynamic responses of flexible risers have been the focus of many researchers.
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For flexible risers, this competitiveness will become even more prominent.
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Fatigue life of flexible risers is a critical design factor in offshore riser system design.
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Calculating the wet collapse pressure of flexible risers is always challenging since the layers within risers are different in geometries and materials.
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The helically wound structure is widely applied in ocean and civil engineering as load-bearing structures with high flexibility, such as wire ropes, umbilical cables and flexible risers.
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Apart from the vortex-induced vibration (VIV) caused by flow over flexible risers, internal slug flow-induced vibration (FIV) is extensively encountered in practice as risers are conveying oil–gas two-phase flow.
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The storm-based probabilistic analysis is applied to responses of flexible risers with the objective to develop their distributions in a storm and to determine their most probable maximum (MPM) values.
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In this study, numerical models of two kinds of flexible risers, namely, catenary riser and lazy wave riser, are established in OrcaFlex software.
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In this study, an efficient time-domain prediction model is developed to predict unsteady flow vortex-induced vibrations (VIV) of flexible risers.
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The complexity of these flexible risers and the hostile conditions in a deep-water environment present major challenges for non-intrusive, in-service inspection.
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Flow-induced pulsations in flexible risers and flowlines (FLIP) has been the subject of ongoing research roughly over the last two decades.
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A dynamic analysis of flexible risers in large-scale domain remains the offshore industry’s most challenging problems.
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This paper presents a two-dimensional parametric analysis of the influence of an internal slug flow on the structural dynamic response of flexible risers.
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As water depths for oil and gas exploration and extraction increase, structures such as flexible risers, mooring lines, and umbilical cables are increasingly being used for subsea environments.
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