Search engine for discovering works of Art, research articles, and books related to Art and Culture
ShareThis
Javascript must be enabled to continue!

SBFEM with perturbation method for solving the Reynolds equation

View through CrossRef
AbstractRotordynamic simulations with nonlinear hydrodynamic bearing forces require a solution of the Reynolds equation at every time step. As a computationally efficient alternative to the standard numerical methods, a semi‐analytical solution based on the scaled boundary finite element method (SBFEM) was developed recently. Through a discretization of the hydrodynamic pressure (dependent variable) along the circumferential but not the axial coordinate, the partial differential equation is transformed into a system of ordinary differential equations. This system of differential equations is referred to as SBFEM equation and can be solved exactly if the influence of shaft tilting is neglected. In common numerical models, this influence can be taken into account without difficulties, but as far as this semi‐analytical approach is concerned, shaft tilting complicates the equations substantially. Therefore, previous studies on the SBFEM solution of the Reynolds equation were conducted without consideration of this effect. The formulation presented in the work at hand no longer requires this simplification. The terms representing the influence of shaft tilting in the SBFEM equation are handled by the perturbation method. The pressure field is expressed by a series expansion, where the solution of order  correlates to the power of a perturbation parameter chosen proportional to the tilting angle. The differential equation governing the solution contains lower‐order solutions on its right‐hand side, implying a recursive computation of the series from lowest to highest order. A universal expression for the general solution is formulated, where only the coefficients and the maximum power of the axial coordinate differ for every . This allows the implementation of a general algorithm with no inherent limitation regarding the maximum order of perturbation. For verification, the pressure fields computed by the proposed method are compared to a numerical reference solution, showing that the series converges to the correct result for the investigated set of parameters.
Title: SBFEM with perturbation method for solving the Reynolds equation
Description:
AbstractRotordynamic simulations with nonlinear hydrodynamic bearing forces require a solution of the Reynolds equation at every time step.
As a computationally efficient alternative to the standard numerical methods, a semi‐analytical solution based on the scaled boundary finite element method (SBFEM) was developed recently.
Through a discretization of the hydrodynamic pressure (dependent variable) along the circumferential but not the axial coordinate, the partial differential equation is transformed into a system of ordinary differential equations.
This system of differential equations is referred to as SBFEM equation and can be solved exactly if the influence of shaft tilting is neglected.
In common numerical models, this influence can be taken into account without difficulties, but as far as this semi‐analytical approach is concerned, shaft tilting complicates the equations substantially.
Therefore, previous studies on the SBFEM solution of the Reynolds equation were conducted without consideration of this effect.
The formulation presented in the work at hand no longer requires this simplification.
The terms representing the influence of shaft tilting in the SBFEM equation are handled by the perturbation method.
The pressure field is expressed by a series expansion, where the solution of order  correlates to the power of a perturbation parameter chosen proportional to the tilting angle.
The differential equation governing the solution contains lower‐order solutions on its right‐hand side, implying a recursive computation of the series from lowest to highest order.
A universal expression for the general solution is formulated, where only the coefficients and the maximum power of the axial coordinate differ for every .
This allows the implementation of a general algorithm with no inherent limitation regarding the maximum order of perturbation.
For verification, the pressure fields computed by the proposed method are compared to a numerical reference solution, showing that the series converges to the correct result for the investigated set of parameters.

Related Results

Analisis Kebutuhan Modul Matematika untuk Meningkatkan Kemampuan Pemecahan Masalah Siswa SMP N 4 Batang
Analisis Kebutuhan Modul Matematika untuk Meningkatkan Kemampuan Pemecahan Masalah Siswa SMP N 4 Batang
Pemecahan masalah merupakan suatu usaha untuk menyelesaikan masalah matematika menggunakan pemahaman yang telah dimilikinya. Siswa yang mempunyai kemampuan pemecahan masalah rendah...
Local Correlation-based Transition Models for High-Reynolds-Number Wind Turbine Airfoils
Local Correlation-based Transition Models for High-Reynolds-Number Wind Turbine Airfoils
Abstract. Modern wind-turbine airfoil design requires robust performance predictions for varying thicknesses, shapes, and appropriate Reynolds numbers. The airfoils of current larg...
High‐order SBFEM solution of the Reynolds equation
High‐order SBFEM solution of the Reynolds equation
AbstractA semi‐analytical solution of the Reynolds equation for hydrodynamic bearings in rotordynamic simulations is investigated, which is based on the Scaled Boundary Finite Elem...
Perturbed solution and analyses for single photon transmission equation in optical fiber
Perturbed solution and analyses for single photon transmission equation in optical fiber
As is well known, quantum optics has developed significantly in recent years and advanced several hot research topics, such as quantum communications, quantum sensing, quantum calc...
Perturbation approaches for integral projection models
Perturbation approaches for integral projection models
Perturbation analysis of population models is fundamental to elucidating mechanisms of population dynamics and examining scenarios of change. The use of integral projection models ...
Analysis of Octagonal Pile Supporting Offshore Wind Turbines Under Wave Loads
Analysis of Octagonal Pile Supporting Offshore Wind Turbines Under Wave Loads
Offshore wind energy development has gained considerable momentum around the world as wind is stronger and steadier offshore compared to land. This has led to a significant increas...
Effects of Some Simpilfying Assumptions On Interpretation of Transient Data
Effects of Some Simpilfying Assumptions On Interpretation of Transient Data
Abstract The fluid flows in porous medium is described by the diffusion type of partial differential equation. In deriving the flow equation for the constant comp...
AFFORDANCE BASED FRAMEWORK OF HUMAN PROBLEM SOLVING: A NONREPRESENTATIONAL ALTERNATIVE
AFFORDANCE BASED FRAMEWORK OF HUMAN PROBLEM SOLVING: A NONREPRESENTATIONAL ALTERNATIVE
Problem solving is a crucial higher-order thinking ability of humans. Humans’ ability to solve problems is a critical higher-order thinking ability. Mathematical problem solving, a...

Back to Top