The aim of the paper is the prediction of noise generated by the propeller, hydrodynamic performance and the structural behavior of the marine propeller using two-way fluid-structure interaction (FSI) method at advanc...
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The aim of the paper is the prediction of noise generated by the propeller, hydrodynamic performance and the structural behavior of the marine propeller using two-way fluid-structure interaction (FSI) method at advanced velocities of 6, 8, 10, 12 and 14 Knots. ANSYS-Workbench software is used to establish the coupling between the fluid flow and structural solver. The computed hydrodynamic performance parameters of DTMB 4119 propeller at different advanced velocities and Sound Pressure Level (SPL) at advance coefficient of 0.833 are compared with the data available in the literature and found close agreement. The validated computational methodology is applied for the two-way FSI analysis of the marine propeller. Ffowcs William's-Hawkings (FW-H) model is used to predict the noise spectrum over the frequency range of 0-10 kHz in FSI analysis. Large Eddy Simulation (LES) model is used to capture viscous effects. The speed of the propeller is 1000 rpm and advanced velocity is varied for the systematic study carried out. The effect of advanced velocity on the maximum stress induced in the propeller, deformation of the propeller, acoustic characteristics and hydrodynamic performance of the propeller are studied using FSI method.
Most studies, standards, and codes on wind pressure distributions commonly disregard the influence of the flexibility of structures. Nevertheless, in the case of tensile-membrane structures, their flexibility cannot b...
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Most studies, standards, and codes on wind pressure distributions commonly disregard the influence of the flexibility of structures. Nevertheless, in the case of tensile-membrane structures, their flexibility cannot be ignored, so this study presents the results of numerical simulations evaluating wind pressure coefficient distributions on tensile-membrane structures, accounting for fluid-structure interaction (FSI) choosing the most common geometry: the hyperbolic paraboloid. Various curvature configurations, wind incidence directions, and structural models (both open and enclosed) were analyzed. The FSI solution involves a twoway partitioned simulation between Computational fluid Dynamics, Computational Structural Dynamics and through a coupling system that culminates in the derivation of final pressure coefficient distributions. Results indicate that pressure coefficients obtained for rigid models underestimate those obtained by the FSI methodology, which accounts for deformations altering the interaction between the fluid and membrane.
This paper is concerned with the long-time dynamics of a fluid-structure interaction problem describing a Poiseuille inflow through a 2D channel containing a rectangular obstacle. Physically, this models the interacti...
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This paper is concerned with the long-time dynamics of a fluid-structure interaction problem describing a Poiseuille inflow through a 2D channel containing a rectangular obstacle. Physically, this models the interaction between the wind and the deck of a bridge in a wind tunnel experiment, as time goes to infinity. Due to this interaction, the fluid domain depends on time in an unknown fashion and the problem needs a delicate functional analytic setting. As a result, the solution operator associated to the system acts on a timedependent phase space, and it cannot be described in terms of a semigroup nor of a process. Nonetheless, we are able to extend the notion of global attractor to this particular setting, and prove its existence and regularity. This provides a strong characterization of the asymptotic behavior of the problem. Moreover, when the inflow is sufficiently small, the attractor reduces to the unique stationary solution of the system, corresponding to a perfectly symmetric configuration. (c) 2023 The Author(s). Published by Elsevier Inc. This is an open access article under the CC BY-NC-ND license (http://creativecommons .org /licenses /by -nc -nd /4 .0/).
In this paper, we study a nonlinear fluid-structure interaction (FSI) problem driven by a multiplicative, white-in-time noise. The problem consists of the Navier-Stokes equations describing the flow of an incompressib...
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In this paper, we study a nonlinear fluid-structure interaction (FSI) problem driven by a multiplicative, white-in-time noise. The problem consists of the Navier-Stokes equations describing the flow of an incompressible, viscous fluid in a 2D cylinder interacting with an elastic wall whose elastodynamics is described by membrane/shell equations. The stochastic force is applied both to the fluid equations as a volumetric body force, and to the structure as an external forcing to the deformable fluid boundary. The fluid and the structure are nonlinearly coupled via the kinematic and dynamic conditions assumed at the moving interface, which is a random variable not known a priori. Majority of the existing FSI literature builds on the assumption that the structure can only be deformed radially, neglecting its longitudinal displacement. In this article, we consider the case where the structure is allowed to have vectorial (unrestricted) deformations. (c) 2025 The Author(s). Published by Elsevier Inc. This is an open access article under the CC BY license (http://***/licenses/by/4.0/).
We consider the Oldroyd-B model for a two-dimensional dilute corotational polymer fluid with centre-of-mass diffusion that is interacting with a one-dimensional viscoelastic shell. We show that any family of strong so...
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We consider the Oldroyd-B model for a two-dimensional dilute corotational polymer fluid with centre-of-mass diffusion that is interacting with a one-dimensional viscoelastic shell. We show that any family of strong solutions of the system described above that is parametrized by the centre-of-mass diffusion coefficient converges, as the coefficient goes to zero, to a weak solution of a corotational polymer fluid-structure interaction system without centre-of-mass diffusion but with essentially bounded polymer number density and extra stress tensor. As a consequence, we also obtain a weak-strong uniqueness result that says that the weak solution of the latter is unique in the class of the strong solution of the former as the centre-of-mass diffusion vanishes.
During the implementation of CO_(2) fracturing for oil and gas development,the force transfer effect caused by the unsteady flow of high-pressure CO_(2) fluid can lead to forced vibration of the tubing and ensuing str...
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During the implementation of CO_(2) fracturing for oil and gas development,the force transfer effect caused by the unsteady flow of high-pressure CO_(2) fluid can lead to forced vibration of the tubing and ensuing structural *** this study,a forced vibration analysis of tubing under CO_(2) fracturing conditions is carried out by taking into account the fluid-structure coupling and related interaction forces by means of the method of characteristics(MOC).The results show that for every 1 m^(3)/min increase in pumping displacement,the fluid flow rate increases up to 3.67 m/*** flow pressure in the pipe tends to be consistent with the pumping pressure at the initial stage and then decreases with an increase in the pump starting *** the pumping pressure increases by 10 MPa,the additional stress in the tubing increases by 11.8%,and the peak value of the additional stress at the bottom of the well is the *** temperature in the tubing grows with well depth,which causes a phase change in CO_(2) due to heat *** this time the pressure in the tubing decreases,the fluid flow rate increases by about 1.12 m/s,and the additional stress grows by about 1.5 MPa.
To further clarify the galloping characteristics of the non-iced catenary positive feeder under the influence of the windbreak wall wake, this study constructs a model for the galloping of the Lanzhou-Urumqi high-spee...
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To further clarify the galloping characteristics of the non-iced catenary positive feeder under the influence of the windbreak wall wake, this study constructs a model for the galloping of the Lanzhou-Urumqi high-speed railway catenary positive feeder in windy areas, considering the stranded convex shape based on aerodynamic theory. Using fluid-structure interaction methods, the displacement, lift, and drag coefficients were analyzed in both time and frequency domains. The results indicate that the natural frequency ratio significantly affects the positive feeder at different wind speeds. When horizontal and vertical frequencies are equal, the positive feeder experiences coupled vibration with the maximum galloping amplitude. There are significant differences in galloping amplitude under different degrees of freedom systems, with horizontal motion suppressing vertical galloping. The flow fields of smooth and stranded convex shapes show significant differences at various time points, with the stranded convex shape separating earlier, resulting in a counterclockwise long-axis elliptical trajectory, while the smooth shape shows a clockwise short-axis elliptical trajectory. This indicates that the galloping characteristics of the positive feeder are closely related to its shape, highlighting the advantages of the stranded convex shape in dynamic simulations. This study provides important theoretical support for understanding and preventing the galloping of catenary in windy areas of the Lanzhou-Urumqi high-speed railway.
This research incorporates the Bragg scattering mechanism in phononic crystal theory into fluid-structure interaction vibration suppression of hydraulic pipes. Based on steel pipes and hydraulic composite hoses, a per...
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This research incorporates the Bragg scattering mechanism in phononic crystal theory into fluid-structure interaction vibration suppression of hydraulic pipes. Based on steel pipes and hydraulic composite hoses, a periodic composite hydraulic pipe structure is developed, and its vibration and bandgap properties are investigated. Firstly, based on the anisotropic laminated shell theory, fluid dynamic equations and fluid-structure interaction boundary conditions, the one-dimensional fluid-structure interaction axial and transverse vibration models of the hydraulic composite hoses are derived. This model is compatible with the classical fluid-structure interaction model;specifically, when the pipe material is steel, it degenerates into the classical fluid-structure interaction 8-equation model. Secondly, the transfer matrix is constructed using the Laplace-characteristics method to solve the fluid-structure interaction model of the steel and hose-based periodic composite hydraulic pipes. By incorporating the Bloch wave vector theorem, the bandgaps and frequency response functions of the composite pipes are determined. The accuracy of the proposed method is validated by comparing the results with those from finite element simulations. On this basis, the influence of the fluid-structure interaction effect on bandgaps and vibration properties is investigated. Numerical results indicate that in the axial direction, Poisson coupling modulates the pulsation pressure and vibration wave vectors to form new bandgaps, while friction coupling has minimal impact on bandgaps but dissipates high-frequency vibration energy. In the transverse direction, the mass and inertia effects of the fluid shift the vibration bandgaps towards lower frequencies. Finally, the effects of fluid and pipe parameters on axial and transverse vibration bandgaps are examined. This research provides a novel and effective approach for vibration suppression in hydraulic pipes and offers valuable theoretical g
Flow-induced vibration (FIV) in nuclear reactor vessels has been extensively studied during the mechanical design of reactor vessels. Many power plants have increased the interest in coupled modern fluid and solid mec...
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Flow-induced vibration (FIV) in nuclear reactor vessels has been extensively studied during the mechanical design of reactor vessels. Many power plants have increased the interest in coupled modern fluid and solid mechanics codes to facilitate the understanding of the phenomena causing damage to components termed fluid-structure interaction (FSI). A better understanding of these structureinteractions is critical for enhancing safety, minimizing radiation risks, improving public health and safety, and fostering innovation in the nuclear industry. Furthermore, it supports nuclear energy as a clean alternative to fossil fuels, contributing to the reduction of global carbon emissions and advancing responsible production and consumption. Pressure wave propagation, acoustic resonance, flow-induced turbulence, and fluid-elastic instability are the four types of FSI-coupled systems that are investigated in this work. Different computational methods are presented to simulate FSI problems and should be selected depending on the physical complexity of the problems. One-way FSI where Computational fluid Dynamics (CFD) or thermal-hydraulics results are applied on a structural model is common, while FSI calculations with iterative fluid-structure simulations will be more and more available with the increase in computer capacity and the development of a more cost-effective turbulence model. Most modeling results have resulted in errors in the range of +/- 10% with the experimental data;however, in some cases, the choice of a different boundary condition has been shown to result in up to 30% errors.
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