In this section, first, the results of the static and dynamic testing are presented. Specifically, the specimens subjected to different manufacturing parameters were compared using different scanning parameters, areal energy densities, as well as build temperatures. Secondly, the results of the temperatur-dependent testing are presented, revealing the impact of different ambient temperatures on the static and dynamic mechanical load behavior.
3.1. Variation in Manufacturing Parameters
First, the tensile strength of the specimens of parameters sets 1–4 were investigated. The stress–strain diagram in
Figure 3 shows that the tensile strength of all of the specimens varied between
= 47.5 MPa and
= 48.5 MPa (cf.
Table 3), in accordance with [
9,
19,
20]. Thus, variations in scan speed and laser power do not influence the tensile strength significantly, as long as the energy density is maintained, as shown in [
9].
For the dynamic testing, again, no significant difference was visible among the parameter sets, as shown in
Figure 4. Starting at the maximum tensile strength of about
= 48 MPa, the LCF regime was identified up to an applied load of 28 MPa for all parameter sets. Within the HCF, marginal differences were seen, as the slope of the fatigue curves were very similar, converging into the VHCF. Here, the endurance limit was identified at about 10 MPa, not exhibiting any failure during testing. Again, a possible process parameter interaction within the SLS process was excluded for the scan speed and the laser power. The static as well as the dynamic mechanical load behaviors did not differ as long as a constant energy density was maintained during the melting process.
The static mechanical load behavior of the specimens manufactured with different areal energy densities, starting with parameter set 4, is summarized in
Figure 5. Beginning with an increase from
= 30 mJ/mm
2 to
= 36 mJ/mm
2, the tensile strength was not significantly improved in comparison to that of parameter set 4 (
= 30 mJ/mm
2). With
= 48.5 MPa, this parameter set showed the maximum tensile strength within the parameter range, as shown in
Table 4. A decrease in the energy density led to a reduction in the tensile strength to
= 9.1 MPa (
= 12 mJ/mm
2). This could be attributed to the decreasing energy density as the melting quality of the specimens lowered, not further ensuring a sufficient fusion of powder particles [
21]. Consequently, the tensile strength was affected negatively [
9].
In order to investigate the correlation between energy density and fatigue behavior, the Wöhler curves of parameter sets 4–11 were generated (cf.
Figure 6). Similar to the tensile strength, the fatigue behavior differed significantly for different levels of energy density.
The Wöhler curves for the parameter sets 4–6 ( = 27–36 mJ/mm2) show large overlaps for all regimes of the fatigue behavior. Starting at a tensile strength of = 47.5 MPa, the LCF regime was determined to an applied load of 40 MPa. After the turning point, the HCF developed between 18 MPa and 40 MPa with an analogous slope, merging into the VHCF regime.
For the energy densities of = 21– 24 mJ/mm2, again, a very similar trend was observed. Beginning with an offset of about 5 MPa in comparison to the parameter sets 4–6, the Wöhler curve shifted to lower amplitudes for the complete fatigue behavior, defining the LCF regime to 35 MPa and the HCF regime to 15 MPa. Within the HCF, the slope for the fatigue curve differed marginally, showing a steeper gradient for = 21 mJ/mm2, as the HCF started at lower cycle numbers. For the endurance limit, only a small offset was found.
A further lowering of the energy density ( = 15–18 mJ/mm2) led to a pronounced reduction in the LCF and HCF regimes. Nonetheless, the VHCF, again, differed only marginally, defining an endurance limit of 10 MPa. Finally, a reduction in the energy to = 12 mJ/mm2 led to an inferior endurance limit, as no Wöhler curve was identifiable.
In conclusuion, a higher applied energy density led to increased tensile and fatigue properties. At higher applied energy densities, an elevated crystallinity was observed, and material discontinuity was reduced [
2,
18]. Better coherence and lower porosities within the material structure lead to improved fatigue behavior, as defects cause crack initiation and propagation [
22]. For lower applied energy densities, porosities evolve due to a lack of fusion between two successive layers [
23]. The results further led to the assumption of a temperature-dependent correlation, affecting the long-term stability of polyamide components.
As a higher applied energy density led to higher tensile strength as well as to improved fatigue behavior, in the following experiment, variations in the build temperature was tested. For the testing, a constant energy density of = 21 mJ/mm2 was used to avoid stagnant effects.
The tensile strength of the SLS-built components increased with increasing build temperatures, as shown in
Figure 7. Beginning at
= 42.6 MPa, the tensile strength was increased up to
= 50.2 MPa for a build temperature of
= 174 °C. Furthermore, the standard deviation reduced and the results had better reproducibility, as shown in
Table 5. According to this, a higher build temperature can improve the melting quality of the structures, leading to the increased stability of the components.
Next, the fatigue behavior was tested, evaluating the impact of higher build temperatures. Analogous to the tensile strength, the fatigue behavior strengthened as build temperature increased, as depicted in
Figure 8. The different fatigue regimes were improved as the number of cycles differed significantly for the LCF as well as for the HCF regime. Only for the VHCF regime, the Wöhler curves merged, leading to an endurance limit of about 10 MPa for the different build temperatures. A reduction in build temperature and subsequently in the temperature of the powder bed led to a reduction in sintered density, affecting the fatigue behavior negatively [
24].
3.2. Temperature-Dependent Testing
For the evaluation of the temperature-dependent mechanical load behavior, static and dynamic tests were performed at different ambient temperatures. Tests were performed at an elevated temperature of = 40 °C as well as with an active cooling at a temperature of = 0 °C, with the results compared to those obtained at room temperature. For this study, the optimized parameters were used, which were determined through the previously conducted experiments. An applied energy density of = 27 mJ/mm2 was maintained using a laser power of P = 18 W, a scan speed of = 2666 mm/s, and a hatch distance of = 0.25 mm. Additionally, a build temperature of = 174 °C was ensured during the build process.
The stress–strain diagram in
Figure 9 shows the typical load behavior of the tested polymers, as the tensile strength was reached, which was then followed by a long elongation after lateral contraction until the final failure occurred. Using the optimized parameter combination and the higher build temperature, a tensile strength of
= 56.4 MPa was determined for the load at room temperature (cf.
Table 6).
For the testing at = 0 °C, the development of the stress–strain correlation differed, as the area of the elongation was much smaller, and the maximum applied load increased to = 67.0 MPa. Due to the active cooling of the tensile component, a temperature-dependent elongation was prevented, as the tensile component’s temperature was maintained at about 0 °C. As such, the polymer structure was strengthened.
The tensile strength decreased at an elevated temperature of = 40 °C, as a rupture occurred at a maximum stress of = 47.0 MPa. Due to the higher temperature, the heating of the component as well as the elongation were encouraged, leading to a reduced charged area and a weaker tensile strength.
As depicted in
Figure 10, the fractographic analysis of the components at the tested temperatures shows different fracture behaviors, as the structure was affected during testing. Please note the differences in the scales for the height, as a single scale enables a better analysis of each fracture surface.
For the testing at
= 20 °C, a distortion was visible, leading to a reduction in the test area and the final failure (cf.
Figure 10b). A coarse-grained rupture occurred with a maximum difference in depth of
= 2 mm for the fracture surface.
As
Figure 10a shows, the components in the testing at
= 0 °C deformed slightly, as the test area only reduced marginally. The active cooling strengthened the structure, countering the load movement. Due to this, a very porous breakage with a plane fracture surface occurred, improving the mechanical load capacity. The fracture surface showed a maximum difference in height
= 1.2 mm.
In comparison to the testing at
= 0 °C and
= 20 °C, the testing at an elevated temperature showed very large elongation of the tensile components, as depicted in
Figure 9. In the fractographic analysis, the deformation of the profile of the test component can be clearly seen (cf.
Figure 10c). The test area reduced to below 5 mm × 5 mm as the component was elongated by the applied strain. The failure surface of the specimen showed large differences in height (
= 3.5 mm), as the structure ripped stepwise.
The fatigue behavior changed in very similar ways, as depicted in
Figure 11, with different Wöhler curves for the tested ambient temperatures.
As observed for the variations in the parameters, for a load applied at room temperature, the LCF regime developed until an applied load of 32 MPa, leading to the HCF regime. This regime was detectable down to an applied load of 20 MPa, as the VHCF was reached at this point and the endurance limit could be set to 18 MPa.
For the testing at = 40 °C, the dynamic load behavior weakened in all areas of fatigue, lowering the applied loads significantly. Starting at = 47.0 MPa, the LCF could be identified down to a load of 22 MPa. After the turning point of the Wöhler curve, the HCF regime began until the VHCF regime was accomplished. The endurance limit was set to 12 MPa for operation at a temperature of = 40 °C.
Using active cooling during testing, the fatigue behavior improved significantly, as
Figure 11 shows. The Wöhler curve shifted toward higher applied loads, and the HCF regime lengthened. The LCF regime developed for a maximum load of 40 MPa, showing an increase of 8 MPa in comparison to
= 20 °C. As mentioned, the HCF improved, exceeding that achieved in the testing at room temperature by 2.5 times at
= 30 MPa. The fatigue limit was set to 26 MPa, improving the endurance strength significantly by about 9 MPa.