3.1. Surface roughness
The surface topography of each condition is distinct. Figure 3 shows the surface conditions with color maps which indicate peaks as red and valleys as blue. There were negligible topographical differences between SP, DP, and CASE conditions, hence only DP condition is presented in Fig. 3. The surface condition after the shot-peening process (Fig. 3(b)) shows reduced surface roughness compared to the AB condition (Fig. 3(a)). The partially melted powder particles were eliminated or pressed down by the shot-peening process, therefore, the surface of DP is flatter than the AB condition. Even though the DP condition shows a relatively smooth surface compared to the AB condition, it is still rougher than the CM condition (Fig. 3(c)).
3.2. Quasi-static bending properties
Quasi-static bending properties of AM CPTi LC-DCPs are distinct compared to CM CPTi LC-DCPs even though post surface treatments were conducted on AM parts. The load-displacement curves of AB, DP, SP, and CM CPTi LC-DCP measured during quasi-static four-point bending tests are illustrated in Fig. 4. Based on load-displacement curves, the bending stiffness (K), the bending structural stiffness (EIe), the proof load (P), and the bending strength are calculated and listed in Table 1. Two tests were conducted for each plate condition and no outliers were observed. The quasi-static bending properties presented in Table 1, are the average of two tests. The AM results indicate that the change due to post surface treatments is negligible.
Table 1
Quasi-static bending properties of AB, DP, SP, and CM CPTi LC-DCPs
Specimen Condition | Proof Load, P (N) | Bending Stiffness, K (N/mm) | Bending Structural Stiffness, EIe (Nm2) | Bending Strength (Nm) |
AB | 422.4 | 250.59 | 1.78 | 5.44 |
DP | 400.4 | 246.91 | 1.76 | 5.14 |
SP | 406.7 | 255.46 | 1.82 | 5.24 |
CM | 603.4 | 239.63 | 1.70 | 7.77 |
3.3. Bending fatigue strength
Bending fatigue test results show significant differences not only between manufacturing methods (e.g. AM and CM), but also among different surface conditions (e.g. AB and DP). The details regarding test results are listed in Table 2 and the maximum applied load versus cycles to failure data is plotted in Fig. 5. Considering run-out as one million cycles, fatigue limits of AB, DP, SP, CASE, and CM CPTi LC-DCP are 105, 210, 210, 315, and 315 N, respectively. If at least one plate was broken before reaching run-out, the corresponding load was not considered as the fatigue limit. CASE CPTi LC-DCPs show a fatigue limit at Fmax = 315 N and it is comparable to CM counterparts.
Table 2
Four-point bending fatigue test results including applied load amplitudes (Fa), minimum applied loads (Fmin), maximum applied loads (Fmax), and cycles to failure (Nf) for plates with five different manufacturing/surface conditions including AB, DP, SP, CASE, and CM
Plate Condition | Applied Load Amplitude, Fa (N) | Minimum Applied Load, Fmin (N) | Maximum Applied Load, Fmax (N) | Cycles to Failure, Nf |
AB | 141.8 | 31.5 | 315.0 | 54,914 |
94.5 | 21.0 | 210.0 | 204,343 |
94.5 | 21.0 | 210.0 | 123,543 |
47.3 | 10.5 | 105.0 | > 1,000,000 |
189.0 | 42.0 | 420.0 | 15,042 |
189.0 | 42.0 | 420.0 | 15,294 |
141.8 | 31.5 | 315.0 | 50,187 |
DP | 141.8 | 31.5 | 315.0 | 371,039 |
141.8 | 31.5 | 315.0 | 581,058 |
189.0 | 42.0 | 420.0 | 37,082 |
189.0 | 42.0 | 420.0 | 25,136 |
94.5 | 21.0 | 210.0 | > 1,000,000 |
94.5 | 21.0 | 210.0 | > 1,000,000 |
189.0 | 42.0 | 420.0 | 31,744 |
141.8 | 31.5 | 315.0 | 492,187 |
SP | 141.8 | 31.5 | 315.0 | 687,703 |
141.8 | 31.5 | 315.0 | 144,949 |
189.0 | 42.0 | 420.0 | 45,980 |
189.0 | 42.0 | 420.0 | 38,597 |
94.5 | 21.0 | 210.0 | > 1,000,000 |
94.5 | 21.0 | 210.0 | > 1,000,000 |
141.8 | 31.5 | 315.0 | > 1,000,000 |
189.0 | 42.0 | 420.0 | 35,395 |
CASE | 189.0 | 42.0 | 420.0 | 65,666 |
189.0 | 42.0 | 420.0 | 66,716 |
141.8 | 31.5 | 315.0 | > 1,000,000 |
141.8 | 31.5 | 315.0 | > 1,000,000 |
CM | 94.5 | 21.0 | 210.0 | > 1,000,000 |
141.8 | 31.5 | 315.0 | > 1,000,000 |
189.0 | 42.0 | 420.0 | 96,256 |
189.0 | 42.0 | 420.0 | 70,554 |
141.8 | 31.5 | 315.0 | > 1,000,000 |
189.0 | 42.0 | 420.0 | > 1,000,000 |
3.4. Statistical analyses
As a statistical method, Type II unbalanced analysis of variance (ANOVA) and Tukey’s pairwise test for fatigue failure data were utilized using the experimental data of AB, DP, SP, and CM CPTi LC-DCPs to estimate the difference in terms of fatigue strength. The CASE plates were not included in this analysis due to the limited number of data points generated. The ANOVA results suggest that both the surface condition and the applied load impact the fatigue lives. At a significance of 95%, the p-value are 9.5e-04 for surface condition and 3.8e-05 for applied load, so we reject the null hypothesis that each of these factors does not affect fatigue life. The assumptions for the ANOVA are verified using Levene test for heteroscedasticity and Shapiro-Wilk for normality of residuals.
The results of Tukey’s pairwise test using the same dataset are shown in Table 3. According to Tukey’s pairwise test, the fatigue lives of the AB condition are pairwise different from every other condition even after adjusting for differences in the maximum applied load. Conversely, the fatigue lives of SP, DP, and CM conditions are not pairwise from each other. It validates that the fatigue strength of SP, DP, and CM conditions are not statistically different. Even though the CASE condition was not statistically evaluated, it can be assumed that it will be statistically similar to the CM condition since CASE plates have longer fatigue lives than SP and DP plates.
Table 3
The results of Tukey’s pairwise test for four different manufacturing/surface conditions including AB, DP, SP, and CM
Contrast | Estimate | Sum of square errors | Degree of freedom | T-statistic (F-value) | P-value |
AB-DP | -406505 | 142606 | 22 | -2.851 | 0.0428 |
AB-SP | -458303 | 142606 | 22 | -3.214 | 0.0194 |
AB-CM | -736798 | 153606 | 22 | -4.797 | 0.0005 |
DP-SP | -51797 | 131724 | 22 | -0.393 | 0.9789 |
DP-CM | -330293 | 142919 | 22 | -2.311 | 0.1260 |
SP-CM | -278496 | 142919 | 22 | -1.949 | 0.2376 |
Results are averaged over the levels of the maximum applied load. P-value adjustment: Tukey’s method for comparing a family of 4 estimates. |
3.5. Fractography
The final fracture surfaces due to fatigue failure show different characteristics according to plates’ manufacturing/surface conditions. Figure 6 shows fractography images of (a) AB, (b) DP, (c) SP, (d) CASE, and (e) CM CPTi LC-DCPs captured by the 3D digital microscope. Based on the overall fracture surfaces shown in Fig. 6, cracks predominantly initiated from the bottom surface (shown by red arrows in Fig. 6). During the onset of bending loads, the bottom surface undergoes the maximum tensile stresses and the likelihood of crack initiation from the bottom side of the plate becomes higher compared to the top side of the plate, which is under compressive stresses. The CM plate (Fig. 6(e)) indicated different fracture morphologies such as a clear boundary between crack growth (shown by orange arrows in Fig. 6(e)) and final fracture regions (shown by white arrows in Fig. 6(e)) and finer cleavages and dimples compared to AM (including AB, DP, SP, and CASE) plates. It should be noted that there is a certain difference in microstructures due to the different manufacturing and heat treatment processes [25].
Highly magnified SEM images in Fig. 7 provide more details regarding the differences in crack initiation in AB, DP, and CM CPTi LC-DCPs. Among the plates after post surface treatments, only DP is displayed in Fig. 7 since SP and CASE have similar fractographic features to DP. The AB plate had multiple cracks (red arrows in Fig. 7(a-1)), each initiated from micro-notches (red areas in Fig. 7(a-3)) formed due to the layer-by-layer nature of AM process. Interestingly, DP plate had the main crack initiated from the internal facets, not from the surface (shown by orange area in Fig. 7(b-3)). This observation confirms that post surface treatment improves the surface condition and results in moving crack initiation sites from the surface to sub-surface, which ultimately enhances the fatigue performance. The CM plate shows crack initiations from the surface due to intrusions/extrusions and occasionally from the internal facet (indicated by blue arrow and area in Fig. 7(c-3)) [26].