1. Introduction
The propulsion shaft system is one of the main components of a marine power system consisting of a propulsion engine (for example, marine diesel engine), thrust, intermediate and stern bearings, couplers, and propeller. Its primary use is to provide thrust and propulsion forces to marine vehicles to allow them to maneuver [
1]. The propulsion shaft system experiences dynamic vibration excitations during operations, leading to longitudinal, lateral, and torsional vibrations in the shaft [
2]. Axial excitation is caused by the non-uniform flow of the stern near the propeller in time and space, resulting from the asymmetry of the hull, which leads to a longitudinal vibration of the shaft [
2]. Similarly, lateral vibration in the system is irrefutable and is induced by various reasons, such as the rotation of the propeller in the non-uniform wake that causes lateral excitation in the shaft. In addition, the lateral vibration in the shaft is also caused by the unbalanced force transmitted to the hull via bearings and misalignment between components such as bearings, shafts, and couplers [
3]. Likewise, torsional vibration in the marine propulsion shaft is induced by the cyclic torque of the power system, which breaks the shaft, resulting in the rupture of couplers and bolts [
2].
In the past, many researchers have attempted different approaches to model the dynamics of marine propulsion shaft systems. The two most common methods to model the dynamics are transfer matrix method (TMM) and finite element method (FEM). TMM models the dynamics of the structure by dividing the structure into smaller segments, and the relationship between the smaller segments is represented using transfer matrices. These transfer matrices are then solved subsequently to obtain system dynamics. TMM can be used in two ways for the analysis of dynamic systems: transfer matrix relating to the state vector [
4] and transfer matrix relating to the constant coefficients of differential equation solutions [
5]. The advantage of the latter, as compared to the transfer matrix method relating to state vector when applied to shaft structure, is the possibility of reducing the number of multiplied matrices when adjacent shaft segments have the same material properties and diameters. Chahr-Eddine and Yassine [
5] used TMM related to the constant coefficients of differential equation solutions to study the force axial and torsional vibrations of a shaft line. In their study, they investigated the normal and tangential stress tensor components resulting from axial-torsional deformations and vibrations in the propeller and intermediate shafts under the influence of propeller-induced static and variable hydrodynamic excitations. Their result [
5] shows that the strength of the shaft line depends on the value of the static tangential stresses. More about the TMM approach to model the dynamic of the marine shaft can be found in references [
6,
7]. The FEM involves discretizing the complex structure in the space dimensions to grids called finite elements through the construction of a mesh. Each element represents a portion of the system with a finite number of degrees of freedom at nodes. The response of the entire system is approximated by assembling these elements without overlapping, like constructing complex structures from simpler components. Li et al. [
6] developed the dynamic model of axial vibration of a coupled propeller shaft system using FEM. Similarly, Zhang et al. [
8] used FEM and TMM to study the longitudinal vibration in the marine propulsion shaft system structure, where the author discussed the variation in first natural frequency due to bearings stiffness, length of the shaft, and number of bearings. Huang et al. [
9] developed a FEM of marine propulsion shaft systems that incorporates a coupled constraint on the propeller elements. The authors studied the torsional and transverse vibration of the system under idling and loading conditions at different rotational speeds. Their research provides insight into the basic principles of marine propulsion shafting coupled dynamics. Their study also supports the prediction of coupled vibration, which can improve the safety and reliability of ship sailing performance. Yucel and Arpaci [
10] analyzed the ship hull structural vibration by creating a three-dimensional FEM, which includes the ship hull, deckhouse, and machinery propulsion system. The FEM model was used for local and global vibration analyses under free-free (dry) and in-water (wet) conditions. The wet analysis utilized acoustic elements. To account for overall ship hull structure vibration, a combination of several damping components was considered for total damping in their study. More on the dynamics studies in the propeller shaft system can be found in the literature [
11,
12,
13].
A marine propeller shaft system essentially consists of several components, including bearings, couplers, etc., whose stiffness values are unknown. These unknown stiffness parameters will alter the system’s dynamics entirely if the FE (Finite Element) model is not correlated with experimental results using a suitable optimization technique. Therefore, the art of updating FE models of rotor shafts has been an essential aspect of structural dynamics for many years. Feng et al. [
14] conducted a thorough study of FE model updating of two rotor shafts utilizing a range of state-of-the-art optimization techniques. By employing a genetic algorithm, they accurately corrected the FE model of a general and a shrink-fit shaft with a disk. Kwon and Lin [
15] derived the frequency response function (FRF)-based model updating procedure, which they successfully applied to update a rotor-bearing system to correlate the resonant frequency. Tiwari et al. [
16] comprehensively reviewed the latest methods for identifying dynamic parameters of different types of bearings. Similarly, Jalali et al. [
17] utilized the sensitivity approach to update the resonant frequencies of the FE model, where the stiffness parameters of the bearings were optimized until the resonant mode in the FE model was close to the experimental resonant mode.
While the optimization algorithm had been employed in the past to update the FE model, only the modal parameters were optimized, and no attempt has been made to optimize the modal parameters as well as the response of the system at those modal frequencies. Also, it is necessary that the updated model must correlate with the response amplitude not at a particular frequency but at all excitation amplitudes and frequencies. This research is focused on identifying/updating the unknown dynamics parameters (stiffness) of the system via a suitable optimization algorithm that minimizes the error between the measured and FEA responses in terms of amplitude of vibrations response and resonant frequencies. For this, the response surface optimization (RSO) technique is proposed in this paper. RSO is a mathematical optimization technique that has been utilized in the past for optimizing process parameters in casting and welding, as well as reliability and fatigue optimization studies of electronic packages [
18,
19,
20]. Despite its proven effectiveness in other dynamic systems, it has yet to be applied in complex systems, such as marine shaft lines. The authors believe that exploring the potential benefits of RSO in marine shafting lines can lead to the design and analysis of improved safety systems in marine transportation. The RSO algorithm implemented in this paper is integrated into the ANSYS Workbench environment and is readily accessible, optimizing simulation data to match existing experimental data using parametric optimization. RSO offers several advantages over other optimization techniques, such as direct optimization [
21], including computational time efficiency, parameter space exploration, optimization flexibility, and model interpretability.
The rest of the paper is organized as follows.
Section 2 presents the structural model updating using the RSO algorithm and the validation of the RSO algorithm in a three-degree-of-freedom (DOF) system. The experimental configuration and approach of generating lateral and longitudinal response in a propeller shaft system is presented in
Section 3.
Section 4 presents the FE model development of the propeller shaft system and implementation of the RSO algorithm using the experimental data. Finally,
Section 5 concludes the paper with the findings of the research work.
2. Structural Model Update Using Response Surface Optimization
The basic idea of the response surface-based optimization technique utilized in this paper is to update the initial FE model with an estimated model. The key stages are as follows: (i) selecting updating parameters, potentially utilizing sensitivity analysis; (ii) sampling updating parameters via the design of experiment (DOE) technique and computing the response using the FE model; (iii) creating a response surface through regression analysis between the updating parameters and the associated response, accompanied by regression error analysis; (iv) building objective functions based on the simulated and measured response of the structure; and (v) repeatedly iterating and optimizing objective functions within the established response surface model.
The selected updating parameters should be able to clarify the ambiguity of the model. If the number of updating parameters exceeds the number of structural responses available, an ill-conditioned optimization problem may appear. To remove the ill-conditioned optimization problem, a sensitivity analysis of the model parameters can be performed and only crucial parameters can be selected to update the model. Furthermore, the sampling of updating parameters affects the accuracy and computation efficiency of the response surface model. For this, a commonly used approach called DOE is used. Various methodologies are available to calculate DOE, such as central composite design (CCD), box–behnken design, sparse grid initialization, etc. In this research, the latin hypercube sampling (LHS) method with full quadratic model samples is chosen as the DOE method, which is solved to obtain the value of output parameters. The response surface generated by genetic aggregation can be expressed as an ensemble utilizing the weighted average of different metamodels [
22].
where,
is the prediction of the ensemble,
is the prediction of the
ith response surface,
is the number of metamodels used, and
is the weight factor of the
ith response surface.
The weight factors satisfy the following criteria:
The best weight factor is estimated by minimizing the root mean square error (RMSE) between the actual and the predicted values. Cross-validation is utilized by taking the predicted residual error sum of squares (PRESS), which is calculated for a number of candidate models for the same data set, with the lowest value of PRESS indicating the best model. The RMSE and PRESS can be calculated by using Equations (3) and (4).
where,
xj is the
jth design point,
is the output parameter value at
is the prediction of the
ith response surface without the
jth design point and
is the number of design points for the design of experiment.
2.1. Numerical Example to Demonstrate the Response Surface Optimization (RSO) Technique
2.1.1. Response Data Generation and Implementation of RSO
To demonstrate the working principle of RSO, we comprehensively analyze a three-degree-of-freedom (DOF) discrete mass system model with lumped parameters. We use two approaches: forward and reverse. The forward approach involves creating the model’s initial response, while the reversed approach is used to determine the model’s parameters based on response data. To simulate the model’s initial response, we create a forced response model in the ANSYS-22 R, Workbench harmonic analysis module with predetermined values for the spring stiffness. In the reversed approach, we consider the spring stiffness as an unknown parameter and calculate it by analyzing the model’s response, including the maximum amplitude response and resonant frequencies. To optimize the unknown parameters, we use the LHS technique and generate response surfaces using the genetic aggregation technique. The combination of LHS and genetic aggregation constructs an optimal Latin hypercube design, ensuring a more even and representative coverage of the entire design space compared to purely random sampling methods. Moreover, combining LHS and genetic aggregation techniques reduces the number of DOEs. The major advantages of using this technique are computational efficiency and metamodel accuracy, especially for high-dimensional problems such as propulsion shaft lines. Finally, we compare the optimized parameters to the initial assumed stiffness based on the least RMSE and PRESS, confirming the effectiveness of the RSO technique.
Figure 1 illustrates the spring mass model used in the analysis.
The equation of the Motion for a system shown in
Figure 1 can be written as,
where
and
are the mass and stiffness matrix,
is the external excitation force vector. If the damping matrix
is introduced in the model defined by Equation (6), then Equation (6) can be written as,
Equation (7) can be solved by using the FE based harmonic analysis tools utilizing the frequency domain approach [
23,
24] or by using the numerical technique. In this paper ANSYS modal and harmonic analysis module are used to generate the response data. The parameters used in the simulation are as follows.
and modal damping ratios
are assumed for the simulation.
The resonant frequencies obtained from the Modal analysis are listed in
Table 1.
The harmonic analysis of a system shown in
Figure 1 is carried out by exciting
with a force of
harmonic at an excitation frequency range of (50–250) Hz (covering all three resonant frequencies), and the steady state amplitude at each frequency is recorded. The response of mass 2 at the excitation frequency range is shown in
Figure 2 as a FRF. Having known one of the FRFs (
Figure 2) and the resonant frequency shown in
Table 1, the reverse approach for parameter estimation is carried out by assuming the four stiffnesses of the spring mass system to be unknown.
2.1.2. Reverse Approach for Parameter Identification
In the reverse analysis approach, the spring–mass system’s stiffness parameters are assumed to be unknown. The simulated response data from the forward approach shown in
Figure 2 and the resonant frequencies presented in
Table 1 are used as the output to obtain the unknown stiffness parameters by creating the response surfaces. The outputs utilized are the first mode, second mode, third mode resonant frequencies and the maximum acceleration responses at the corresponding resonant frequencies. The goal is to obtain the unknown stiffness parameters of the spring through the DOEs such that the difference between the measured output and the reconstructed output is minimal. For this, the design of experiment (DOE) is created using four spring stiffness parameters, which is the dependent variable, and the upper limit and lower limit of all the spring’s stiffness are assigned as
. To establish the correlation between the stiffness of each of the four springs and the desired output, 25 design points are generated to create the response surfaces. After the optimization, three candidate models are obtained; they are then cross verified using the PRESS. The candidate model with the lowest value of PRESS is taken as the best model. The associated stiffness parameters of the best model and the comparison with the original spring stiffness is tabulated in
Table 2. As shown in
Table 2, the error between the original stiffness and the optimized stiffness is less than 2%, indicating the robustness of the implemented optimization technique.
Figure 3,
Figure 4 and
Figure 5 show the comparison of the harmonic response of the model from the forward approach and the reversed approach. It should be noted that only mass 2 response data and three resonant frequencies are taken for optimization. The results will be identical if mass 1 or mass 3 response data are taken for analysis. Similarly,
Figure 6 and
Figure 7 show the response plot between the dependent variable and the objective function. While the spring stiffness variation is taken from
to
during DOE, the wide range of variation can be taken even starting from 100 to
; the only difference will be the computational cost; one needs to create a huge number of design points, resulting in a longer time for convergence. Furthermore, the system can be excited with forces in all masses to generate excitation data, and the excitation amplitude can be selected to any value. However, this may lead to longer computational time. It is important to note that the system should be designed to operate within a linear region, and large deformation theory should not be used while modeling it. If the large deformation theory is used, the system will not behave linearly. As a result, applying the algorithm becomes cumbersome due to the deviation of FRFs from the linearity.