Applying deep learning and wavelet transform for predicting the vibration behavior in variable thickness skew composite plates with intermediate elastic support
Wael A. Altabey^{1}
^{1}International Institute for Urban Systems Engineering (IIUSE), Southeast Universi, Nanjing, 210096, Jiangsu, China
^{1}Department of Mechanical Engineering, Faculty of Engineering, Alexandria University, Alexandria, 21544, Egypt
Journal of Vibroengineering, (in Press).
https://doi.org/10.21595/jve.2020.21480
Received 18 May 2020; received in revised form 20 December 2020; accepted 30 December 2020; published 6 February 2021
JVE Conferences
In this paper, the vibration behavior features are extracted from the combination between Wavelet Transform (WT), and Finite Strip Transition Matrix (FSTM) of skew composite plates (SCPs), with variable thickness, and intermediate elastic support. Although, the results of this technique and based on the previous work done by the authors, that show the method can reflect the vibration behavior of the composite plates. Due to the method's difficulty in terms of, a lot of calculations with a large number of iterations these results may not be good choices for quick and accurate vibration behavior extracting. Thus, the new deep neural network (NN) is designed to learn and test these results carrying out by extracting vibration behavior features that reflect the important and essential information about the mode shapes in SCP. The results give high indications about the proposed technique of deep learning is a promising method, particularly when the type structures are complicated and the ambient environment is variable.
 Extract the vibration behavior features of skew composite plates, with variable thickness, and intermediate elastic support from the combination between wavelet transform, and finite strip transition matrix.
 Design the new deep neural network to learn and test these results carrying out by extracting vibration behavior features that reflect the important and essential information about the mode shapes in skew composite plate.
 The results give high indications about the proposed technique of deep learning is a promising method, particularly when the type structures are complicated and the ambient environment is variable.
Keywords: free vibration, deep learning, wavelet transform (WT), variable thickness plates, skew composite plates (SCPs), BFRP.
1. Introduction
The importance of to use of composite materials in many fields of technology, such as aerospace industries, marine engineering, and civil engineering is due to special features, e.g. high strength/weight ratio and corrosion resistance property, particularly under the effects of the harsh environment. Although the structures are made of these types of materials have some drawback are subject to matrix cracks, fiber breakage, and delamination. These invisible faults can lead to catastrophic structural failures [14].
Other major modes of failure of fiberreinforced polymer (FRP) have a temperature, bending, tensile, stress, impact failure, and failure of the installation, etc. These types of failures are complicated and are not easy to assets, mostly when subjected to associate effects of multiple factors [57].
The user of an active system of structural health monitoring (SHM) to observe the safety and potential damage detection in composite plates are essential and most seriously. The function of SHM is consists of three main subfunctions, including system identification, features extraction for algorithms for detection and prediction, and reliability and risk evaluation [819].
The vibration behavior of composite structures is the traditional method for the intelligent detecting the defects in the composite. The mode shapes of the structure are one of the essential tools in Structural health monitoring (SHM) in the last decades, where, extracted the vibration response of composite structure for each damage type and position and analysis based on the variance in vibration parameters. In recent years, different techniques to extract the natural frequencies of composite plates have become a field of great interest in the scientific society [2034].
To find the mode shapes for different boundary conditions with IES, numerical methods or experimental methods must be used. Some researchers have been interested in the vibration of multispan plates using different approaches. In previous works, Altabey [35, 36] used the FSTM as one of the common use of semianalytical approaches to extract vibration response of basalt FRP laminated variable thickness rectangular plates with IES, and he tried to improve the results accuracy and by the way, decrease the calculations efforts due to a large number of iterations by combined his method with artificial neural networks (ANNs) and response surface (RS) methods.
In the present research, the new deep NN is designed to predict the vibration behavior of SCPs with variable thickness and IES with a different elastic restraint coefficient (${K}_{T}$) and four cases of boundary conditions (BCs) of plate edges, namely SSSS, CCCC, SSFF, and CCFF. The plate is a rectangular SCP with variable thickness function $h\left(y\right)$, the locations of the IES is at midline of the presented plate, and the plate was manufactured from basalt fiber reinforced polymer (BFRP) by using five symmetrically layers with the stacking angle [45°/–45°/45°/–45°/45°] as shown in Fig. 1. First, review the illustrated results of the utilized method by the combination of these WT and FSTM methods (WTFSTM) to convergence the studies by checking the agreement with the results available in the literature. Second, the trained deep NN is used to predict the outcome of the extracted vibration behavior of SCPs from WTFSTM at certain values of elastic restraint coefficients (${K}_{T}$) for IES, and then it is subsequently used to predict the vibration behavior for different levels of elastic restraint coefficients (${K}_{T}$) for IES. The results are predicted from the deep NN model are in very good agreement with the WTFSTM results. Hence, the results give high indications about the proposed technique of deep learning is a promising method.
Fig. 1. The geometry of rectangular SCP with variable thickness and IES
2. Model overview
The composite plate material has corresponding elastic and shear modulus values are shown in Table 1.
Table 1. Model property
${E}_{11}$ (GPa)

${E}_{22}$ (GPa)

${\upsilon}_{12}$

${\upsilon}_{21}$

${G}_{12}$
_{}(GPa)

${G}_{21}$ (GPa)

rho kg/m^{3}

96.74

22.55

0.3

0.6

10.64

8.73

2700

The normalized partial differential equation of vibration behavior for the plates system illustrated in Fig.1 under the assumption of the classical deformation theory in terms of the plate deflection ${w}_{o}\left(x,y,t\right)$ using the nonDimensional variables $\xi $ and $\eta $ related to the skew coordinate system $\left(u,\nu ,\varphi \right)$ defined by $u=xsec\left(\varphi \right)$, $\nu =yx\mathrm{t}\mathrm{a}\mathrm{n}\left(\varphi \right)$, and $\xi =\frac{u}{a}$, $\eta =\frac{\nu}{b}$, and after some derivation, the governing equation can be written as follows:
$+2{\beta}^{2}{\psi}_{2}\left(\mathrm{c}\mathrm{o}{\mathrm{s}}^{2}\varphi \right)\frac{\partial {h}^{3}\left(\eta \right)}{\partial \eta}{W}_{\xi \xi \eta}+2{\beta}^{2}{\psi}_{2}{h}^{3}\left(\eta \right)\left(3\mathrm{s}\mathrm{i}{\mathrm{n}}^{2}\varphi +\mathrm{c}\mathrm{o}{\mathrm{s}}^{2}\varphi \right){W}_{\xi \xi \eta \eta}$
$+2{\beta}^{4}\left(\mathrm{c}\mathrm{o}{\mathrm{s}}^{2}\varphi \right)\frac{\partial {h}^{3}\left(\eta \right)}{\partial \eta}{W}_{\eta \eta \eta}2{\beta}^{3}{\psi}_{4}\nu \left(\mathrm{s}\mathrm{i}\mathrm{n}\varphi \mathrm{c}\mathrm{o}{\mathrm{s}}^{2}\varphi \right)\frac{{\partial}^{2}{h}^{3}\left(\eta \right)}{\partial {\eta}^{2}}{W}_{\xi \eta}$
$4{\beta}^{3}{\psi}_{4}\left(\mathrm{s}\mathrm{i}\mathrm{n}\varphi \right){h}^{3}\left(\eta \right){W}_{\xi \eta \eta \eta}+{\beta}^{4}\left(\nu \mathrm{t}\mathrm{a}{\mathrm{n}}^{2}\varphi +1\right)\mathrm{c}\mathrm{o}{\mathrm{s}}^{4}\varphi \frac{{\partial}^{2}{h}^{3}\left(\eta \right)}{\partial {\eta}^{2}}{W}_{\eta \eta}$
$+{\beta}^{4}{h}^{3}\left(\eta \right){W}_{\eta \eta \eta \eta}4{\beta}^{3}{\psi}_{4}\left(\mathrm{s}\mathrm{i}\mathrm{n}\varphi \mathrm{c}\mathrm{o}{\mathrm{s}}^{2}\varphi \right)\frac{\partial {h}^{3}\left(\eta \right)}{\partial \eta}{W}_{\xi \eta \eta}={\mathrm{\Omega}}^{2}h\left(\eta \right){h}_{o}^{2}\left(\mathrm{c}\mathrm{o}{\mathrm{s}}^{4}\varphi \right){W}_{tt},$
where ${\psi}_{1}=\frac{{D}_{11}}{{D}_{22}}$, ${\psi}_{2}=\frac{({D}_{12}+2{D}_{66})}{{D}_{22}}$, ${\psi}_{3}=\frac{{D}_{16}}{{D}_{22}}$, ${\psi}_{4}=\frac{{D}_{26}}{{D}_{22}}$.
Since the treatment of IES conditions are the main objective of this paper we presented it in more detail. The line of the IES$\mathrm{}y=b/2$, the displacement must vanish and the normal moment must be continuous, i.e.
where: ${\psi}_{1}=\frac{{D}_{11}}{{D}_{22}}$, ${\psi}_{2}=\frac{({D}_{12}+2{D}_{66})}{{D}_{22}}$, ${\psi}_{3}=\frac{{D}_{16}}{{D}_{22}}$, ${\psi}_{4}=\frac{{D}_{26}}{{D}_{22}}$, ${K}_{T}=\frac{{T}_{b/2}{b}^{3}}{{D}_{22}}$, ${\psi}_{5}=\frac{({D}_{12}+4{D}_{66})}{{D}_{22}}$.
3. Determination of vibration behavior using WT and FSTM
In This section, the mode shapes of the SCP will be extracted using a new method by combined between the WT and FSTM methods with an adjusting frequency parameter, in order to improve the estimated accuracy of extracting by optimized the WT entropy for adjusting frequency parameter.
3.1. Continuous wavelet transform (CWT)
Continuous wavelet transform (CWT) is a convolution process of the data sequence with a set of continuous scaled and translated versions of the mother wavelet (MW) $\psi \left(t\right)$. The translating process is a smoothing effect over the length of the data sequence to localize the wavelet in time domain $x\left(t\right)$, whereas the scaling process is compressing or stretching of analyzed wavelet which indicates various resolutions. The stretched wavelet is used to capture the slow changes; while the compressed wavelet is used to capture abrupt changes in the signal. The tradeoff of enhancing resolution is between increased computational cost and memory by computing wavelet components and multiplying each component by the correctly dilated and translated wavelet, resulting in the constituent wavelet of the analyzed signal [3745].
The $\psi \left(t\right)$ is stretched or squeezed through varying its dilation parameter s and moved through its translation parameter $\tau $ (i.e. along the localized time index $\tau $):
Let $x\left(t\right)$ be the system shape function response of FSTM, where $t$ denotes time. CWT of a function $x\left(t\right)\in {L}^{2}\left(R\right)$, where ${L}^{2}\left(R\right)$ is the set of squareintegrable functions is denoted as ${W}_{s,\tau}$ and defined as:
where the wavelet scale s and the period $\tau $ are used to adjust the frequency and time location. ${W}_{s,\tau}$shows how closely ${\psi}_{s,\tau}\left(t\right)$ correlated with $x\left(t\right)$. By inverse CWT, the signal $x\left(t\right)$ can be regenerated as:
For a plate striped in the $\xi $direction by divided into $N$ discrete longitudinal strips spanning between supports as shown in Fig. 1, the freeresponse equation for one striped beam system may be assumed in the form:
The WT of Eq. (7) is:
The logarithm of Eq. (8) gives:
By using the straight line of the slope of the logarithm of WT modulus, we can be obtained the natural frequency of the system and it is given by:
The plot of $\frac{d}{d\tau}Arg\left({W}_{{s}_{0},\tau}\right)$ is constant in the time domain and is equal to the natural frequency $\omega $. The nondimensional frequency parameter (NDFP) $\left(\mathrm{\Omega}\right)$ are addressed in the form:
4. Deep neural networks (NNs)
Recently, deep learning, which is a network with multiple hidden layers of neurons, has also been applied in solving and identifying the ordinary and partial differential equations [46, 47].
Deep neural networks (NNs) are one of the artificial intelligence (AI) algorithms used for solving advanced nonlinear problems [48]. The networks are consist of computational nodes that connected together to create one individual network, each node is processing a calculation on input and sends the result to output connections, and maybe a node output is an input to one other node or more.
In this section, we use the outcome of the results in Section 3 of vibration behavior of SCP extracted by WTFSTM at certain values of elastic restraint coefficients (${K}_{T}$) to obtain the training data and to predict the vibration behavior for different levels of elastic restraint coefficients (${K}_{T}$) not included in the results.
The proposed deep NN architecture connection is presented in Fig. 2. The steps of the NDFP $\left(\mathrm{\Omega}\right)$ prediction can be described through the following steps in Table 2.
Fig. 2. The architecture of the proposed deep NN for the NDFP ($\mathrm{\Omega}$) prediction
Table 2. The steps of deep NN training to predict NDFP ($\mathrm{\Omega}$)
NN steps

Step remark

Data collecting

Extract the training data from the WTFSTM of the SCP at certain values of elastic restraint coefficients (${K}_{T}$)

Training model

Divide the extracting data into three groups of data, the first one will be used for training in MSNN for mode shapes ${\lambda}_{i}$ prediction of SCP, and the second group of a dataset will be used for training in WNN for predicting deflection ${w}_{o}\left(x,t\right)$, this network without hidden layers

Testing model

The last part of the data will use to test the trained model in the training model. If the model is welltrained, the predicted results by the WNN and MSNN will be convergence to the real value. The training performance of suggested Deep NN is presented in Fig. 3

Prediction response

The response MSNN will be used to predict the ${\lambda}_{i}$ under random deflection ${w}_{o}\left(x,t\right)$. WNN will be used to predict the ${w}_{o}\left(x,t\right)$ at any location coordinate $x$ along with the SCP including the IES location presented in Section 2

It is important for the NN designer to check his proposed deep NN performance is suitable or not from the formula of mean square error (MSE):
Therefore, only one global minimum for performance index based on the features of the input vectors, but the minimum local minimum of a function at finite input values, and it cannot be omitted when attaching deep NN. Therefore, we can judge on accuracy a local minimum, if it has a low closer range to global minimum and low MSE. Anyway, the designer must be selected as a suitable method to solve this problem in order to descent the local minimum with momentum. Momentum allows a network to respond not only to the local gradient but also to recent trends in the error surface. Without momentum, a network may get stuck in a shallow local minimum. Fig. 3 shows the performance curves of training with three groups for learning data.
Fig. 3. Training performance of proposed NN
5. Results and discussion
In this section, after reviewing the results available in the literature, the approach of WTFSTM are used to extract the vibration behavior of SCP with variable thickness are presented in Section 2 at certain values of elastic restraint coefficients (${K}_{T}$) for IES, on the other hand, to provide the active training data to proposed deep NN, in order to extract the influence of the IES on the natural frequencies with different elastic restraint coefficients (${K}_{T}$) of such plates.
5.1. Convergence study and accuracy
The importance for review of presented work results with the results available in the literature in order to validate the accuracy and reliability of the proposed technique. In this subsection, the WTFSTM technique has been applied on a CCCC variable thickness SP with $\beta =\text{0.5,}$$\mathrm{\Delta}=$ (0, 0.2, 0.4, 0.5) and $\varphi =$ (30°, 45°, 60°), and then the convergence between the results in Fig. 4 with the results from FSTM [35] will be done.
As shown in the Fig. 4, after convergence, we can see clearly generally, that the results of the presented method WTFSTM in excellent agreement with the other accurate methods in references [2326, 35]. On the other hand, we can see the effects of plate Skew angles ($\varphi $), tapered ratio ($\mathrm{\Delta}$) and aspect ratio ($\beta )$ on the NDFP ($\mathrm{\Omega}$) it has been increased with increasing of the $\varphi $, $\beta $, and $\mathrm{\Omega}$, in all methods WTFSTM and the methods in the literature.
5.2. Proposed method (WTFSTM) results
In the present study, the numerical computations using the WTFSTM approach is applied to extract vibration behavior. Due to the method difficulty in terms of, a lot of calculations with a large number of iterations these results may not be good choices for quickly and accurate vibration behavior extracting, the new deep NN is designed to learn and test these results carrying out by extracting vibration behavior features that reflect the important and essential information about the mode shapes in SCP. The proposed method target achieved using only two different ${K}_{T}$ in computations of the NDFP $\left(\mathrm{\Omega}\right)$, the first one is located at ${K}_{T}=$ 50 the second is${K}_{T}=$ 750, respectively. The first six frequencies are presented in Table 3, the NDFP $\left(\Omega \right)$has been computed with different values of skew angle ($\varphi $) at aspect ratio ($\beta =$ 0.5), and tapered ratio ($\mathrm{\Delta}=$ 0.5) to study the behavior of natural frequencies under a different skew angle for different four BCs namely SSSS, CCCC, SSFF, and CCFF.
Fig. 4. Comparison of the first four natural frequencies of CCCC skew plates $\beta =$ 0.5
Figs. (56) represent the comparison between the WTFSTM data and the deep NN predicted data NDFP $\left(\Omega \right)$ for ${K}_{T}=$ 50 and ${K}_{T}=$750 respectively of four different BCs are SSSS, CCCC, SSFF, and CCFF. The results of the proposed deep NN show much satisfactory prediction quality for this case study.
Fig. 5. Comparison between the WTFSTM data and deep NN predicted data for ${K}_{T}=$ 50
a)$\varphi =$ 0°
b)$\varphi =$ 30°
c)$\varphi =$ 45°
d)$\varphi =$ 60°
Fig. 6. Comparison between the WTFSTM data and deep NN predicted data for ${K}_{T}=$ 750
a)$\varphi =$ 0°
b)$\varphi =$ 30°
c)$\varphi =$ 45°
d)$\varphi =$ 60°
Table 3. The first six frequencies of SCP, $\beta =$ 0.5, $\mathrm{\Delta}=$ 0.5
BCs

$\varphi $

${K}_{T}$

${\mathrm{\Omega}}_{1}$

${\mathrm{\Omega}}_{2}$

${\mathrm{\Omega}}_{3}$

${\mathrm{\Omega}}_{4}$

${\mathrm{\Omega}}_{5}$

${\mathrm{\Omega}}_{6}$

SSSS

0°

50

22.157

36.232

53.594

78.249

105.594

138.710

750

55.078

69.159

86.525

111.179

138.523

171.633


30°

50

39.507

49.713

69.226

98.139

135.487

179.658


750

72.428

82.640

99.1570

131.069

166.416

212.581


45°

50

57.936

69.256

87.408

119.321

156.736

201.733


750

90.857

102.183

120.339

152.251

194.665

234.656


60°

50

112.564

127.407

148.221

177.583

204.928

238.044


750

145.485

160.334

181.152

210.513

237.857

270.967


CCCC

0°

50

28.446

46.511

68.806

100.457

135.565

178.079

750

61.361

79.435

101.737

133.372

168.490

211.102


30°

50

45.796

59.992

85.438

120.347

166.458

219.027


750

78.711

92.916

114.369

153.262

196.383

252.050


45°

50

64.225

79.535

102.620

141.529

191.707

241.102


750

97.140

112.459

135.551

174.444

224.632

274.125


60°

50

118.853

137.686

163.433

199.791

234.899

277.413


750

151.768

170.610

196.364

232.706

267.824

310.436


SSFF

0°

50

12.286

20.083

29.716

43.375

58.538

76.887

750

45.206

53.013

62.639

76.305

91.465

109.813


30°

50

31.636

36.564

48.348

66.265

90.431

117.835


750

62.556

66.494

75.271

96.195

119.358

150.761


45°

50

48.065

53.107

63.530

84.447

110.680

139.910


750

80.985

86.037

96.453

117.377

143.607

172.836


60°

50

102.693

111.258

124.343

140.709

157.872

176.221


750

135.613

144.188

157.266

173.639

190.799

209.147


CCFF

0°

50

19.603

32.054

47.423

69.228

93.425

122.724

750

52.529

64.981

80.346

102.154

126.355

155.641


30°

50

36.953

47.535

64.055

91.118

126.318

163.672


750

69.879

78.462

92.978

122.044

154.248

196.589


45°

50

55.382

65.078

81.237

110.300

149.567

185.747


750

88.308

98.005

114.160

143.226

182.497

218.664


60°

50

110.010

123.229

142.050

168.562

192.759

222.058


750

142.936

156.156

174.973

201.488

225.689

254.975

5.3. Deep NN performance
The performances of suggested deep NN are presented in Table 4 and Fig. 3, the MSE and accuracy of predicted data are calculated from Eq. 12 for NDFP $\left(\mathrm{\Omega}\right)$. From Table 4 and Fig. 3 the value of MSE and accuracy of training data are 7.2 E5 and 99.7 % respectively and validating data are 6.2 E5 and 99.8 % respectively. From NN performance shows in Table 4 and Fig. 3, the proposed deep NN gave a good prediction for vibration behavior data in the presented SCP.
Table 4. Mean square error (MSE) and accuracy values
Data

MSE

Accuracy

Training

7.2 E5

99.7 %

Validating

6.2 E5

99.8 %

5.4. Deep NN predicting results
In this subsection, the main target of design the deep NN of predicting the vibration behavior data of SCP under different elastic restraint coefficients (${K}_{T}$) is achieved, chosen 7 different ${K}_{T}$ for different four BCs (SSSS, CCCC, SSFF, and CCFF). The deep NN predicted results of the first six frequencies of SCP with $\beta =$ 0.5 and $\mathrm{\Delta}=$ 0.5 are shows in Fig. 7.
Moreover, the influence of the IES on the vibration behavior of the SCPs with variable thickness is shown in Fig. 7. As shown in the Fig. 7 for all values of skew angle ($\varphi $) and all types of BCs, the first six frequencies are increasing with increasing of the value of elastic restraint coefficient (${K}_{T}$). whereas the frequencies rapidly increase with for small values of elastic restraint coefficient (${K}_{T}$), and the influence of IES becomes negligible at high values. On the other hand for all values of skew angle ($\varphi $), the first six frequencies for fully clamped (CCCC) plate are the highest frequencies, and the semisimply supported (SSFF) plate is the lowest one, while, the other two boundaries (SSSS and CCFF) were rested between them. also, we can see the effects of plate skew angles ($\varphi $) on the NDFP ($\mathrm{\Omega}$) it has been increased with increasing of the. skew angles.
Fig. 7. The deep NN predicted results of NDFP $\left(\mathrm{\Omega}\right)$
a) SSSS
b) CCCC
c) SSFF
d) CCFF
6. Conclusions
By a combination of the WT and FSTM method (WTFSTM) was used to extract the vibration behavior of SCP with variable thickness, and IES, the plate is made from BFRP laminated. First, To investigate from accuracy and reliability of the proposed technique, the convergence between the proposed study results with the results available in the literature has been checked, thus validating the accuracy and reliability of the proposed technique. Then, due to the proposed method's difficulty in terms of, a lot of calculations with a large number of iterations, these results may not be good choices for quick and accurate vibration behavior extracting. Thus, the new deep neural network (NN) is designed to learn and test these results carrying out by extracting vibration behavior features that reflect the important and essential information about the mode shapes in SCP. The influence of $\beta $, $\mathrm{\Delta}$, $\varphi $, and ${K}_{T}$ on the predicted NDFP $\left(\mathrm{\Omega}\right)$ of the plate, has been studied, with four different support conditions (SSSS, CCCC, SSFF, and CCFF).
Based on the WTFSTM and the deep NN predicted results, we conclude that the deep NN predicted results of NDFP ($\mathrm{\Omega}$) are in very good agreement with the proposed method results WTFSTM with an accuracy of training and validating data are 99.7 % and 99.8 % respectively.
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Cited By
Structural Health Monitoring
Ahmed Silik, Mohammad Noori, Wael A Altabey, Ji Dang, Ramin Ghiasi, Zhishen Wu

2021
