4.1.Taguchi approach– single objective optimization
The S/N ratios calculated with the help of the Minitab programme by considering the experimental plan, experimental results obtained and Equations 1 and 2 according to the factor levels specified in Table 2 are presented in Table 4.
Table 4
Experimental results and S/N ratio acquired based on Taguchi L18 orthogonal array
Exp. no.
|
Control parameters
|
Experimental results
|
S/N ratios
|
M
|
T
|
IE
|
MIF
|
MD
|
DA
|
MIF
|
MD
|
DA
|
1
|
1
|
-40
|
23
|
11474.144
|
4.241
|
819.072
|
81.194
|
-12.549
|
-58.266
|
2
|
1
|
-40
|
33
|
12937.012
|
5.016
|
924.121
|
82.237
|
-14.007
|
-59.315
|
3
|
1
|
-40
|
48
|
12956.466
|
5.112
|
1152.407
|
82.250
|
-14.172
|
-61.232
|
4
|
1
|
25
|
23
|
11167.657
|
4.128
|
716.337
|
80.959
|
-12.315
|
-57.102
|
5
|
1
|
25
|
33
|
12524.584
|
4.440
|
838.670
|
81.955
|
-12.948
|
-58.472
|
6
|
1
|
25
|
48
|
13718.938
|
4.670
|
1004.430
|
82.746
|
-13.386
|
-60.038
|
7
|
1
|
80
|
23
|
10742.583
|
4.003
|
954.651
|
80.622
|
-12.048
|
-59.597
|
8
|
1
|
80
|
33
|
12518.747
|
4.600
|
1045.490
|
81.951
|
-13.255
|
-60.386
|
9
|
1
|
80
|
48
|
13421.420
|
5.260
|
1162.266
|
82.556
|
-14.420
|
-61.306
|
10
|
2
|
-40
|
23
|
11949.713
|
4.466
|
776.774
|
81.547
|
-12.998
|
-57.806
|
11
|
2
|
-40
|
33
|
13501.182
|
4.736
|
902.222
|
82.607
|
-13.508
|
-59.106
|
12
|
2
|
-40
|
48
|
13779.376
|
4.900
|
1090.564
|
82.785
|
-13.804
|
-60.753
|
13
|
2
|
25
|
23
|
11024.668
|
4.124
|
760.960
|
80.847
|
-12.306
|
-57.627
|
14
|
2
|
25
|
33
|
12367.005
|
4.655
|
929.190
|
81.845
|
-13.358
|
-59.362
|
15
|
2
|
25
|
48
|
13929.173
|
5.054
|
1035.680
|
82.879
|
-14.073
|
-60.305
|
16
|
2
|
80
|
23
|
10546.096
|
4.074
|
830.216
|
80.462
|
-12.200
|
-58.384
|
17
|
2
|
80
|
33
|
12678.271
|
4.883
|
978.857
|
82.061
|
-13.774
|
-59.814
|
18
|
2
|
80
|
48
|
15257.892
|
5.597
|
1152.739
|
83.670
|
-14.959
|
-61.235
|
Maximum impact force total mean value (MIF): 12583.052 N
|
Maximum displacement total mean value (MD): 4.664 mm
|
Damage area total mean value (DA): 948.591 mm2
|
4.1.1. Taguchi analysis for maximum impact force (Fmax)
The main effect graphs of the maximum impact force (Ultimate Load-Peak Load or Fmax) of CARALL FML materials on low-velocity impact tests at different environmental temperatures are presented in Fig. 4. Analysis of the average maximum impact force values reveals that the most influential factor is impact energy. The average maximum impact force values obtained were 11,150.8 N, 12,754.5 N, and 13,843.9 N for energy loads of 23 J, 33 J, and 48 J, respectively. With the increase in energy load, the maximum peak loads increased by 14.38% from 23 J to 33 J and 8.54% from 33 J to 48 J. This indicates that although the energy loads increase proportionally, the maximum peak loads do not increase proportionally. This can be explained by the damage conditions that occur within the internal structure of the materials after impact. At low-impact energies, the primary damage mechanism is the occurrence of delaminations and matrix cracks, not fiber cracking. Higher impact energies are related to a higher rate of damage [45]., This leads to a decrease in the stiffness of FML materials as fiber fractures occur, resulting in a loss of their ability to carry load [18]. Additionally, matrix cracks and fiber fractures are key damage mechanisms in laminates and typically occur under maximum impact force [46, 47]. Fiber breakage, delamination, matrix cracks, and fracture of the aluminum layers are the main mechanisms that absorb the energy of the impactor. As the damage to the material increases, its load-carrying capacity decreases. Specimen C2 (0°-0°, fiber direction) exhibited higher peak loads across all energy levels compared to specimen C1 (0°-90°, fiber direction). The average peak load for specimen C2 was 12,781.5 N, whereas for specimen C1 it was 12,384.6 N. Thus, specimen C2 demonstrated 3.2% higher maximum impact force values than specimen C1. This is due to the delamination that frequently occurs in FRP structures with different fiber orientations. The reason for this is matrix cracks. During impact, the initial damage occurs at the interface between the matrix and the fiber. Here, the crack propagates between the two FRP layers and halts when there is a change in layer and fiber orientation. As a result of matrix cracking halting due to the change in fiber orientation, delamination occurs between the two FRP structures [48]. Delaminations are caused by matrix cracks, shear stress between layers, layer configuration, and plate deformation. Another main cause of delaminations is incompatible flexural stiffness due to fiber orientation. This mismatch is due to the ratio of modulus of elasticity(\(\:{(E}_{1}/{E}_{2})\) in unidirectional (UD) composite structures. The greater the ratio of \(\:{(E}_{1}/{E}_{2})\), the larger the extent of delamination (e.g., FRPs with 0°-90° fiber orientation) [49] This has been confirmed by other researchers [50].
The main effect graph shows that environmental temperature conditions significantly impact the maximum peak load. The maximum peak loads were 12,766.3 N at -40°C, 12,455.3 N at room temperature, and 12,527.5 N at 80°C. The load at -40°C was 2.49% higher than at room temperature. At 80°C, it was 0.57% higher than at room temperature, though this difference was not very significant. The decrease in temperature increased the peak load, potentially due to the rise in thermal stresses in the inner layers, as the mismatch in the coefficient of thermal expansion facilitates the formation and propagation of matrix cracks [51]. The lower temperature also made the epoxy resin more brittle [52], increasing the material's brittleness and causing fractures in the carbon fibers, which are already sensitive to brittleness. This increased brittleness at low temperatures helps to absorb and dissipate impact energy, resulting in higher peak loads [21]. The increase in temperature did not result in a negligible increase in peak load. However, the damage conditions are quite different from each other. When all the results were analysed, it was seen that the most effective parameter was the energy load.
4.1.2. Taguchi analysis for maximum displacement
Figure 5 illustrates the main effect graph for the maximum displacement of CARALL FML materials under varying environmental temperatures and energy loads. Analysis of the graph reveals that the energy load is the most influential parameter. The maximum displacements obtained were 4.17267 mm, 4.72167 mm and 5.0988 mm for 23 J, 33 J and 48 J energy loads, respectively. The maximum displacement increased by 13.15% from 23 J to 33 J and 7.98% from 33 J to 48 J. This indicates that specimens reaching the maximum peak load typically exhibit maximum displacement under non-penetration conditions [18, 47]. The increased impact energy leads to greater stresses in the impact zone, resulting in more significant displacements due to shear forces between the layers [53]. Higher impact energies result in more structure damage (Table 5. c-d). Caprino et al. reported that displacement increases proportionally with the rise in energy load [47].
When analyzing the main effect graph concerning fiber orientation, it is observed that the C1-coded specimen exhibits less displacement than the C2-coded specimen. The average displacements for specimens C1 and C2 are 4.607 mm and 4.721 mm, respectively. The C2-coded specimen displaces 2.47% more than the C1-coded specimen. However, the damage conditions are independent of these observations. Specimen C2 has fibers oriented in the same direction. Specimens with a 0°-0° fiber orientation have a higher longitudinal modulus, which is an important property for flexural strength. This allows specimen C2 to have more displacement [54]. However, the damage conditions are unrelated to this.
When the main effect graph is analyzed regarding environmental temperatures in CARALL FML materials, the decrease and increase in temperature affected the displacement. When the average values were analyzed, it was observed that the material displaced 4.745 mm at -40°C, 4.511 mm at room temperature, and 4.736 mm at 80°C. At -40°C and 80°C, the displacement increased by 5.18% and 4.98%, respectively. The decrease and increase in temperature increased the displacement by 5%. The decrease in temperature is due to the brittle epoxy contained in the CFRP structure, a component of the CARALL FML material. The decrease in temperature makes the epoxy material even more brittle [55, 56]. The fracture of the brittle epoxy makes the carbon fibers, which are sensitive to impact and prone to fracture, even more vulnerable to fracture. The brittleness of carbon fibers is a characteristic feature of this material group [48, 57]. This caused more displacement of the material (Table 5). The increase in temperature is related to the deterioration of the stiffness and strength of CARALL FML material. The decrease in flexural stiffness with the deterioration of CFRP and cohesive layers reduces the load-carrying capacity of the material. Thus, the material causes more displacement. Chow et al. [58] Investigated the impact behavior of GLARE FML at different temperatures (30, 50, 70, 90, and 110°C). In the study, it was observed that there was a significant difference in the curves obtained at 30 and 50°C, but the increase in the maximum displacement became more noticeable at 50–70°C and the intensity gradually increased at 90–110°C. They also stated that the critical temperature value is important in FML materials.
4.1.3. Taguchi analysis for damage area
Figure 6 presents the main effect graph of the damage area in CARALL FML materials under different environmental temperature conditions and energy loads. The area of damage was investigated by ultrasonic C-Scan method. The damage area is another crucial criterion for evaluating the impact resistance of FML materials. Analysis of the main effect graph reveals that the damage area increases with the rise in impact energy. The measured damage area includes all damage modes, including plastic deformation of the metal, delaminations between composite layers, matrix cracks, etc. [21]. The average damage areas observed at 23J, 33J, and 48J energy loads were 809.688 mm², 936.425 mm², and 1099.68 mm², respectively. The damage area increased by 15.65% from 23J to 33J and by 17.43% from 33J to 48J. This situation shows that the damage area increases with the energy load, but the increase of the damage area from 33J to 48J increased more. This trend suggests that material degradation intensifies with higher energy loads, leading to the emergence of various damage modes (Table 5). These implications for material degradation and the development of severe damage modes underscore the need for proactive measures and the potential impact of our research. It is also seen that the damage propagates over the full impact area as the energy load increases. This indicates that there is a progressive deterioration depending on the energy load and that different forms of damage occur with increasing impact energy. [45].
The impact energy was observed to be the most significant parameter affecting the increase in damage area. When specimens C1 and C2 are investigated in terms of fibre orientation, the main effective damage mode for specimen C1 is delamination between composite layers. This damage mode is characteristic of materials with different fiber orientations. According to Richardson and Wisheart [59], laminates with bidirectional fibre orientation are the worst in terms of damage accumulation because they produce strong shear stresses due to cracks and delaminations caused by the stiffness mismatch between the layers. Therefore, laminates with 0°/90° fibre orientation are one of the reasons for the complexity of the damage. Table 5 shows that the initial damage observed in the C1 coded specimens during tests at room temperature and 23J impact energy was between the composite plies, with some small micro-cracks also detected. In contrast, the C2-coded specimens exhibited small delaminations at the Al/CFRP interface. The average damage areas for the C1 and C2 coded specimens were 957.494 mm² and 939.689 mm², respectively. The damage area for the C1-coded specimens was 1.89% larger than that for the C2-coded specimens. Although the difference is relatively small, the two specimen types' matrix crack and delamination conditions are distinct.
When analyzing the main effect graph regarding environmental temperatures for CARALL FML materials, both decreasing and increasing temperatures were observed to influence the damage area. In experiments conducted at -40°C, 23°C, and 80°C, the average damage area values were 944.193 mm², 880.878 mm², and 1020.7 mm², respectively. Compared to room temperature, a decrease in temperature resulted in a 7.18% increase in the damage area, while an increase in temperature led to a 15.87% increase. This indicates that temperature is a significant factor affecting the damage area. Lower temperatures and higher energy loads contributed to increased delamination between composite layers (Table 5c). Additionally, delaminations, matrix cracks, fiber fracture, and other damage modes were observed between the Al/CFRP structure, with metal cracking occurring in all Al layers. This increased brittleness of the structure at lower temperatures, while the rise in temperature further expanded the damage area. This trend suggests a gradual deterioration of the CFRP and cohesive structure with temperature variations [58]. These findings have practical implications for the design and application of CARALL FML materials, enhancing the relevance of our research.
Analysis of the macroscopic images in Table 5d reveals that fractures in the middle Al layer resulted from combined global bending and local stress [54]. Cheng et al. [60] investigated the damage area of FML containing S-Glass (GLARE) at different temperatures (-30°C, 25°C, and 80°C), various FML types, and different energy loads using Ultrasonic C-Scan and X-Ray Computed Tomography (CT) during low-velocity impact. Their study found that temperature changes increased the damage area, with temperature variation being the most influential parameter after impact energy. However, intense delamination was not observed at the Al/CFRP interface. FML materials with high interfacial quality demonstrated higher load-bearing capacity, reduced metal/composite interfacial delamination, and smaller displacement than materials with poor interfacial bonding [61, 62]. The literature confirms that the PSA process provides the most effective interfacial bonding [39].
4.1.4. Variance analysis (ANOVA)
The analysis of variance (ANOVA) technique is commonly employed to assess the contribution of each parameter and identify significant terms in the response [63]. The F statistic and p-values are used to evaluate the significance of the parameters, with a p-value less than 0.05 indicating a significant effect on the response. The results of the ANOVA, performed at a 95% confidence interval for the low-velocity impact test, are illustrated in Fig. 7. The analysis reveals that impact energy (IE) is the most influential parameter across all responses. IE accounts for 81% of the contribution to maximum impact force, 75% to maximum displacement, and 76% to the damage area. For maximum impact force, the factors M and T have minimal significant effects, with contribution rates of 2.6% and 1.17%, respectively. The interaction between T and IE contributes significantly, at a rate of 9%. In terms of maximum displacement, the contribution rates for M and T are 1.67% and 6.08%, respectively, with the T*IE interaction contributing 10.2%. For the damaged area, T has a notable effect with a contribution rate of 17.57%. Overall, the ANOVA results indicate that IE has a predominant effect compared to all other factors.
4.1.5. Grey relational analysis (GRA) based multi‑objective optimization
The single-parameter optimization section obtained optimal results for maximum impact force, maximum displacement, and damage area individually. However, these individual responses are interrelated. To address this, grey relational analysis was employed to integrate these responses into a single composite measure. Initially, the experimental results presented in Table 4 were normalized using Equations 3 and 4. A critical step in this process was the computation of the grey relational coefficient (GRC) using Eq. 5. This coefficient played a crucial role in the normalization process. The grey relational degree (GRG) was then calculated with Eq. 6, incorporating the weights determined through principal component analysis (see Table 3). A GRG value of 1, or close to 1, indicates ideal conditions. The ideal condition was achieved in experiment 4 (M = C2, T = 23°C, IE = 23J), which yielded a GRG of 0.7391 (refer to Table 6). Experiment 4 was followed by experiment 13 in terms of high GRG values.
Table 7 presents the ideal conditions after single- and multi-parameter optimization of the input parameters for the desired targets of the responses after the low-velocity impact experiments performed under the conditions created according to the Taguchi L18 experimental
Table 6
Normalized results, grey relational coefcient, grey relational grade, and ranking
Exp.
No
|
Normalization
|
Deviation sequence
|
GRC
|
GRG
|
MIF
|
MD
|
DA
|
MIF
|
MD
|
DA
|
MIF
|
MD
|
DA
|
1
|
0.1970
|
0.8507
|
0.7696
|
0.8030
|
0.1493
|
0.2304
|
0.38372
|
0.7700
|
0.6846
|
0.6144
|
2
|
0.5074
|
0.3645
|
0.5340
|
0.4926
|
0.6355
|
0.4660
|
0.50374
|
0.4403
|
0.5176
|
0.4858
|
3
|
0.5116
|
0.3043
|
0.0221
|
0.4884
|
0.6957
|
0.9779
|
0.50585
|
0.4182
|
0.3383
|
0.4234
|
4
|
0.1319
|
0.9216
|
1.0000
|
0.8681
|
0.0784
|
0.0000
|
0.36547
|
0.8644
|
1.0000
|
0.7391
|
5
|
0.4199
|
0.7258
|
0.7257
|
0.5801
|
0.2742
|
0.2743
|
0.46292
|
0.6459
|
0.6457
|
0.5848
|
6
|
0.6734
|
0.5816
|
0.3539
|
0.3266
|
0.4184
|
0.6461
|
0.60487
|
0.5444
|
0.4363
|
0.5319
|
7
|
0.0417
|
1.0000
|
0.4656
|
0.9583
|
0.0000
|
0.5344
|
0.34287
|
1.0000
|
0.4834
|
0.6206
|
8
|
0.4187
|
0.6255
|
0.2619
|
0.5813
|
0.3745
|
0.7381
|
0.46239
|
0.5717
|
0.4038
|
0.4837
|
9
|
0.6102
|
0.2114
|
0.0000
|
0.3898
|
0.7886
|
1.0000
|
0.56195
|
0.3880
|
0.3333
|
0.4300
|
10
|
0.2979
|
0.7095
|
0.8645
|
0.7021
|
0.2905
|
0.1355
|
0.41594
|
0.6325
|
0.7867
|
0.6077
|
11
|
0.6272
|
0.5402
|
0.5832
|
0.3728
|
0.4598
|
0.4168
|
0.57285
|
0.5209
|
0.5453
|
0.5463
|
12
|
0.6862
|
0.4373
|
0.1608
|
0.3138
|
0.5627
|
0.8392
|
0.61441
|
0.4705
|
0.3734
|
0.4894
|
13
|
0.1016
|
0.9241
|
0.8999
|
0.8984
|
0.0759
|
0.1001
|
0.35754
|
0.8682
|
0.8332
|
0.6864
|
14
|
0.3865
|
0.5910
|
0.5227
|
0.6135
|
0.4090
|
0.4773
|
0.44902
|
0.5500
|
0.5116
|
0.5047
|
15
|
0.7180
|
0.3407
|
0.2839
|
0.2820
|
0.6593
|
0.7161
|
0.63939
|
0.4313
|
0.4111
|
0.4954
|
16
|
0.0000
|
0.9555
|
0.7446
|
1.0000
|
0.0445
|
0.2554
|
0.33333
|
0.9182
|
0.6619
|
0.6433
|
17
|
0.4525
|
0.4479
|
0.4113
|
0.5475
|
0.5521
|
0.5887
|
0.47734
|
0.4753
|
0.4593
|
0.4714
|
18
|
1.0000
|
0.0000
|
0.0214
|
0.0000
|
1.0000
|
0.9786
|
1
|
0.3333
|
0.3381
|
0.5594
|
Abbreviations: Maximum impact force (MIF), Maximum displacement (MD) and Damage area (DA)
|
Table 7
Optimum parameter levels by Taguchi and GRA
Target
|
Response
|
Single‑objective optimization
(Taguchi analysis)
|
Mutiple‑objective optimization
(GRA)
|
Max.
|
MIF
|
M = C2, T=-40°C, IE = 48J
|
|
|
Min.
|
MD
|
M = C1, T = 23°C, IE = 23J
|
M = C2, T = 23°C, IE = 23J
|
Min.
|
DA
|
M = C2, T = 23°C, IE = 23J
|
|
|