3.3.1. Tensile Strengths and Heat Treatments
Figure 7 shows the experimental results of the tensile strength obtained from examining both transverse and longitudinal samples.
Figure 7(a), (b), and (c) demonstrate the tensile strength results of the transverse samples as a function of the three different compaction pressures. Initially, five experiments were conducted to ensure reproducibility. In
Figure 7(c), quadruplicate results are shown due to one result being missed. Since reproducibility was observed, only duplicate results for the longitudinal samples were considered. It is important to note that no statistical treatments are commonly used, and at least duplicate results are sufficient to guarantee reproducibility.
Figure 7(d), 7(e), and 7(f) display the tensile strength results for the longitudinal samples at compaction pressures of 300, 400, and 600 MPa. All the results in
Figure 7 consider that the samples were only sintered at 540°C for 1 hour and subsequently air-cooled (~27°C). Therefore, the tensile strengths considering compaction pressure, direction, and sintering at 540°C can be analyzed.
Figure 8 summarizes the obtained results from examining both transverse and longitudinal samples, corresponding to the tensile strengths of the Al–4Cu samples after sintering followed by water quenching and subsequent natural aging (T4) for approximately 30 days.
Figure 8(a), (b), and (c) show the triplicate results of the transverse Al–4Cu samples for compaction pressures of 300, 400, and 600 MPa, respectively.
Figure 8(b) represents the concatenated results of the longitudinal samples, which are representative of the triplicate/duplicate results.
Table 1 provides a comparison and discussion of the tensile strengths of both the transverse and longitudinal samples of the Al–4Cu composites. For the sintered samples, an increase of approximately 30% in compaction pressure (from 300 to 400 MPa) leads to a quasi-linear increase in ultimate tensile strength (UTS) from 11 to 15 MPa. Similarly, when the compaction pressure is increased from 400 to 600 MPa (1.5x), the same linear trend is observed. This indicates that doubling the compaction pressure results in an approximately 2x increase in UTS. However, there are limitations to consider, such as the dimensions of the components and dies inside the press, as well as the feasibility of acquiring a press with high pressing capacity. It is worth noting that the compaction pressures ranging between 100 and 600 MPa are commonly practiced in industrial applications.
The UTS values of the longitudinal samples also increase by approximately 1.5x with an increase in compaction pressure. However, the UTS and elongation (e) values of the transverse samples are approximately 2x higher than those of the longitudinal samples. The yield strength (YS) results of the longitudinal samples are not affected by the compaction pressure, which seems to be associated with the compaction direction and the resulting anisotropy.
Previous studies [7; 18-19] have reported that during tension in the transverse direction, a bridging effect is prevalent. This effect causes cracks to not only change their direction (deflection) but also strive to propagate through the elongated particles in the transverse direction. A frictional resistance is induced, and the contacts perpendicular to the direction of compaction become larger compared to those along other directions [
7].
It should be noted that the obtained UTS values are relatively lower compared to those commonly achieved in as-cast alloys. Gokçe and Findik [
32] have also obtained similar UTS values when investigating Al powder composites. In this mentioned study, when compaction pressure of 490 MPa and sintering for 2 h are applied, a densification of about ~91% is attained. It is also remarked that when a sintering during 6 h is carried out, in this mentioned study developed by Gokçe and Findik [
32], the tensile strengths have attained of about 240 MPa. Low UTS (~15 MPa) are also attained for atomized Al powders, when a conventional powder metallurgy route is adopted [
33].
In this study, the focus is on the effect of anisotropy, considering the effects of distinct compaction directions on the mechanical responses. It is important to mention that Galen and Zavaliangos [
7] have also examined the degree of anisotropy in low alloy steel powder and obtained lower tensile strengths compared to those commonly achieved in as-cast low alloy steel. From this perspective, no novelty is provided. However, when the heat treatment is associated with the possibility of using powder particles from recycling processes, an environmentally-friendly aspect can be considered. It is also important to emphasize the need for systematic planning of the mechanical forces (compressive or tensile, or combined) in the final application.
When examining the experimental results of the transverse and T4-treated samples, it appears that UTS and elongation are improved. However, this improvement is more pronounced when a compaction pressure of 600 MPa is applied. This is due to the UTS results being technically similar at compaction pressures of 300 and 400 MPa. On the other hand, an increase of approximately 25-30% and 6x is observed in UTS and elongation, respectively, when a compaction pressure of 600 MPa is applied.
Although it is widely recognized that a naturally aged sample increases substantially the mechanical behavior, when using powder particles compacted, sintered and heat treated (T4), the applied compaction pressure has also an important hole on the final properties. This seems to be associated with the elongated particles generating the “bridging effects” affecting mainly the resulting elongation. However, it is remarked that other microstructural parameters synergistically contribute to improve the mechanical response, as occurs commonly in an as-cast material (e.g. solute content, dendritic spacings, second phase, etc.). The same mechanism helps to understand the substantial increasing into the elongation. Galen and Zavaliangos [
7] have also observed that at transversal direction, the bridging effect is amplified. This offers a higher frictional resistance of the sides of the elongated particles than the longitudinal samples.
When the longitudinal samples are evaluated, the T4 heat-treating has no provided any beneficial effect on the resulting properties. This seems also to be associated with the morphology of the compacted particle. Comparing the resulting morphologies depicted in
Figure 5 and
Figure 6, it is slightly observed that the longitudinal samples tend to more spheroidal than those transverse samples. This corroborates with the understanding of the bridging effect previously mentioned.
It is worth noting that the effect of the heat-treatment improving the mechanical behavior depends on the compaction direction, and the anisotropic strength is evidenced. However, two points should be elucidated. A first concerns to verify the anisotropic in the compressive behavior and another is to confirm the constituted phases when T4 treatment is carried out. This due to a resulting microstructural array commonly contains different phases of the Al2Cu phases(e.g. θ, θ, θ’’). These are related to coherent, semi coherent and incoherent with respect to Al–rich matrix. These substantially affect the final properties. In the next section the anisotropic compressive strengths associated with the heat treatments are evaluated and discussed.
Although it is widely recognized that natural aging leads to substantial improvements in mechanical behavior, when using the compacted, sintered, and T4-treated powder particles, the applied compaction pressure also plays an important role in the final properties. This can be attributed to the bridging effects generated by the elongated particles. The same mechanism helps to explain the significant increase in elongation. Galen and Zavaliangos [
7] have also observed that in the transverse direction, the bridging effect is amplified, resulting in higher frictional resistance along the sides of the elongated particles compared to the longitudinal samples.
When evaluating the longitudinal samples, it is observed that the T4 heat treatment does not provide any beneficial effect on the resulting properties. This can also be associated with the morphology of the compacted particles. Comparing the resulting morphologies depicted in
Figure 5 and
Figure 6, it is slightly observed that the longitudinal samples tend to be more spheroidal compared to the transverse samples. This supports the understanding of the bridging effect mentioned earlier.
It is important to note that the effect of heat treatment in improving mechanical behavior depends on the compaction direction, and the anisotropic strength is evident. However, there are two remaining points to elucidate. Firstly, it is necessary to verify the anisotropy in compressive behavior. Secondly, the constituted phases during T4 treatment need to be confirmed and compared with samples that were only sintered. This is because the resulting microstructural array commonly contains different phases of Al2Cu, which can be coherent, semi-coherent, and incoherent with respect to the Al-rich matrix. These phases can substantially affect the final properties. The next section will evaluate and discuss the anisotropic compressive strengths associated with heat treatments.
3.3.2. Compressive Strengths and Heat Treatments
Figure 9(a) and 9(b) display the typical results of the compressive tests on transverse samples that were sintered and T4 treated. Two different positions (P1 and P2) are shown in
Figure 1(e) when considering the transverse position with respect to the compaction direction. These P1 and P2 samples demonstrate very similar reproducibility.
Figure 9(c) and (d) illustrate the compressive strengths of both transverse and longitudinal samples after T4 treatment, considering three distinct compaction pressures.
Table 2 provides a comparison of the resulting ultimate compressive strength (UCS) values between sintered and T4 treated samples.
As expected, similar to the tensile strengths, increasing the compaction pressure by approximately 1.5 times also increases the compressive response by approximately 1.5 times. The transverse samples exhibit UCS values that are higher, at least 2 times, compared to the longitudinal samples, as shown in
Table 2. Additionally, the UCS values are at least 1.2 times higher than the yield strength (YS). It is worth noting that the YS values are obtained when the region called the "quasi-linear elastic" domain is initiated. Similar UCS values were also observed for an Al-5 wt.% Cu composite using 430 MPa [17; 19].
Figure 9.
The experimental results of compressive strengths (stress vs. strain) of the sintered (at 540 °C for 1h) and T4 heat-treated corresponding with: (a) transverse at 400 MPa, (b) 600 MPa, and after T4 treatment for the transverse (c) and longitudinal samples (d). Typical pictures showing cracks initiating (e) at vertical position, which is collinear with compaction load direction, end of test (f), and a typical example of a cylindrical specimen (longitudinal samples) after the tensile testing (g) and after compressive testing (h), and after “barriling” in compressive test of the transverse sample.
Figure 9.
The experimental results of compressive strengths (stress vs. strain) of the sintered (at 540 °C for 1h) and T4 heat-treated corresponding with: (a) transverse at 400 MPa, (b) 600 MPa, and after T4 treatment for the transverse (c) and longitudinal samples (d). Typical pictures showing cracks initiating (e) at vertical position, which is collinear with compaction load direction, end of test (f), and a typical example of a cylindrical specimen (longitudinal samples) after the tensile testing (g) and after compressive testing (h), and after “barriling” in compressive test of the transverse sample.
It is important to note that diametrical compression was carried out on the longitudinal samples based on the Hertz equation, as previously reported [7; 32-33].
Table 2 indicates that DC = 2 . F / π . L . D, which corresponds to diametrical compression, where F, L, and D are the load at failure, initial length, and diameter of the sample [
7].
According to Galen and Zavaliangos [
7], the Hertz equation is valid for isotropic elastic materials that undergo brittle failure. The proposed composite, consisting of compacted and sintered particles, exhibits this mechanical behavior. This is evident when comparing the calculated results of DC (
Table 2) with the tensile strength results obtained from transverse samples. Therefore, even though the longitudinal samples are compacted in the longitudinal direction, the indirect tensile strength (DC) yields similar values to the transverse samples tested under perpendicular tension. This is confirmed when comparing the error ranges and "pure" tensile strength values in
Table 1 (11 ± 1, 15 ± 1, and 23 ± 1) with the DC results for compaction pressures of 300, 400, and 600 MPa, as shown in
Table 2.
Figure 9(e) and 9(f) display typical images of longitudinal samples (cylindrical shape) after compression. The boundaries among deformed particles are reasonably observed in
Figure 9(e), and the initiated cracks in the same line or direction of the applied load are also revealed.
Figure 9(g) and (h) show typical images after the tensile and compressive tests on the longitudinal samples, respectively. A typical image after a compressive test on a transverse sample is depicted in
Figure 9(i). It is important to note that the compression test is stopped when a stable stress vs. strain curve is observed.
Jonsen et al [
34], when investigating diametrical measurements, have demonstrated a sequence of pictures (images) related to the load curve of the material under examination. They identified the moment and position on the load curve corresponding to crack appearance. Although Jonsen et al [
34] used a diagram showing force versus displacement, while in
Figure 9, stress vs. strain is shown, the three distinct regions are characterized. Region 1 represents nonlinearity, followed by a quasi-linear elastic region (region 2), and finally region 3 where cracks initiate and propagate. It is noted that cracks initiate at the interface between regions 2 and 3. It is reported that the cracks grow in a stable manner through the sample, and the load reaches values corresponding to YS, while unstable crack propagation continues until a maximum value is reached. This maximum value does not represent the UCS. It is worth noting that the UCS and YS are obtained from the experimental curves by limiting regions 2 and 3 and 1 and 2, respectively. Triplicate or duplicate curves are considered, and at least three points at the interface of the mentioned regions are also considered to obtain the average value, as demonstrated in
Table 2.
Both the longitudinal and transverse samples exhibit similar nonlinear regions, independent of the compaction pressure applied. This observation seems to be associated with the bridging effect mentioned earlier. Due to a high interface among elongated/deformed particles, the region corresponding to elastic (or quasi-elastic) behavior is favored in the sample with more pronounced elongated particles, as observed in
Figure 9(c) and 9(d).
3.3.3. Mechanical Behavior Correlations
Figure 10(a) and 10(b) display the ultimate tensile strength (UTS) and ultimate compressive strength (UCS) as a function of the compaction pressures for both the transverse and longitudinal samples. The yield strengths in tensile and compressive tests are also shown. It is evident that the anisotropic strength is favored in the transverse samples. As expected, when comparing the UCS and UTS values, a nonlinear trend is observed, as shown in
Figure 10(c). A single logarithmic equation (UCS = 64 ln(UTS) - 80) describes the trend for both longitudinal and transverse samples. This indicates that the morphology and chemical composition of the powder particles used are similar. It should be noted that an isotropic material, such as a multidirectional solidified as-cast alloy, commonly exhibits a linear equation for the UCS to UTS ratio.
The degree of anisotropy or strength anisotropy is quantified using the ratio between the maximum and minimum values of mechanical behavior, as previously reported by Galen and Zavaliangos [7; 9]. For plastically deformable materials, the anisotropy ratio is lower than 1 and decreases with increasing densification.
Figure 10(c) and 10(d) depict the strength anisotropy ratios as a function of the applied compaction pressures. The degree of anisotropy, obtained by comparing the UCS and UTS ratios between transverse and longitudinal samples, is shown. Galen and Zavaliangos [
7] have also demonstrated that most materials with ductile behavior exhibit an anisotropy ratio lower than 1. The degree of anisotropy decreases with increasing densification, i.e., increasing compaction pressure [
7]. It is noteworthy that the examined samples in our study did not exhibit ratios higher than 1.
Figure 10(d) shows the degrees of anisotropy or anisotropy ratios for both the longitudinal and transverse samples in both the sintered and quenched + T4 treated conditions.
Table 3 provides a summary of the observed tendencies. Interestingly, the longitudinal samples in sintered and T4 treated conditions exhibited decreasing trends with increasing compaction pressures. Conversely, the transverse samples in sintered and T4 treated conditions showed increasing trends. Within certain limitations, it can be observed that the transverse samples become more isotropic (or less anisotropic) than the longitudinal samples. This is evident in both
Table 3 and
Figure 10(d). The transverse samples exhibit slightly increasing anisotropy ratios, which are very similar. In contrast, the longitudinal samples exhibit non-linear decreasing trends that are more dispersed or distant between each analyzed sample. Additionally, it can be noted that the sintered longitudinal samples are more isotropic or less anisotropic than the T4 treated longitudinal samples. Among the examined samples, the highest anisotropy ratio is observed for the T4 treated sample at 600 MPa of compaction pressure, while the other examined samples exhibit similar anisotropy ratios, which vary for other compaction pressures.
Galen and Zavaliangos [
7] observed that strength anisotropy becomes more pronounced with increasing density, which is achieved through increasing compaction. In our investigation, this is only observed for the longitudinal samples. Galen and Zavaliangos [
7] also noted that the same material with a non-equiaxed (acicular) morphology exhibits higher anisotropy than the same material with equiaxed morphology.
In our study, the resulting morphology of the compacted powders in the longitudinal samples is more spheroidal than in the transverse samples. This observation is consistent with the findings of Galen and Zavaliangos. Xu et al [
9] determined the degree of anisotropy using the Young's modulus and compressive strength and found that the degree of anisotropy decreases with increasing compaction pressure. In our experiment, this trend is only observed in the longitudinal samples. Based on these observations, it can be concluded that the morphology, compaction pressure, and heat treatment affect the strength anisotropy.
When comparing the X-ray diffraction (XRD) patterns, the green, sintered, and T4 treated samples exhibit very similar phases.
Figure 11(a) shows the XRD analysis of the green powder samples, sintered powders, and T4 treated powders, which were obtained from drilled compacted and treated specimens. The diffraction intensity reveals that the peaks corresponding to Al crystallographic planes (111), (200), (220), (311), and (222) (JCPDS # 01-1180) are present.
Figure 11(b) shows that between angles 15
o and 50
o, the Bragg's planes (110), (200), (210), (211), (403), (220), (112), (310), and (202) (JCPDS # 01-1180), which correspond to Al
2Cu intermetallic crystallographic planes, are present, as previously reported [17; 19, 35-38]. It is also observed that the coherent Al2Cu phases designated as θ' and θ'' are not substantially identified at angles ~23
o and ~31
o [17; 38].
The XRD pattern of the T4 treated sample differs mainly in the presence of the main θ Al
2Cu phases, specifically at (111), (220), (112), (310), and (202). These phases are clearly observed in both the sintered and as-green samples, but not substantially in the T4 treated sample.
Figure 11(c) presents the XRD patterns of the green sample in both powder and consolidated conditions (samples #1 and #2). It is important to note that the powder sample is obtained from the as-cast alloy after drilling. The consolidated samples are obtained after compaction (e.g., using 600 MPa), and samples #1 and #2 represent the top and bottom analysis of the same sample, respectively.
These comparisons aim to clarify that no substantial differences are observed when comparing samples in powder and consolidated (or compacted) conditions. The compacted samples exhibit more pronounced peaks corresponding to the θ' and θ'' phases, as well as other phases at angles higher than 50
o, as shown in
Figure 11(c). Additionally,
Figure 11(d) confirms that the XRD patterns remain unchanged after heat treatment and testing under compressive loading.
The most significant modifications are observed in the intensity decrease of peaks related to the incoherent Al
2Cu in the planes (110) and (200) at ~21 ° and ~29 °, as depicted in
Figure 11. This can be attributed to the fact that during the solution treatment, a homogeneous solid solution (α-Al phase) with Cu dissolved in the Al matrix is formed. Subsequently, the quenching leads to the formation of a supersaturated solid solution of the θ phase. This mechanism is commonly described in the literature [35-38]. It is reported that a typical transition in Al–Cu alloys is from a supersaturated solution to coherent GP (Guinier Preston) zones, followed by intermediate coherent (θ'') and semi-coherent (θ') phases, and finally to a more stable (θ) phase [36; 38]. Based on these observations and the analysis of the XRD patterns, it can be inferred that the T4 treated samples have a partial dissolution of their Al
2Cu phases, mainly those corresponding to the planes (110) and (200) at ~21 ° and ~29 °. Additionally, the intensity peaks of Al (e.g., at planes (111), (200), and (220)) have proportionally and comparatively increased, suggesting the dissolution of Cu and the formation of a supersaturated solution along with some remaining Al
2Cu phases. It is worth noting that the complete dissolution or subsequent precipitation did not occur after a water quenching or a natural aging. These findings help to explain the improved mechanical behavior.
Zhang et al [
38] recently demonstrated the presence of the three distinct Al
2Cu phases, i.e., θ' and θ'', in as-cast 2219 Al–Cu alloys. The TEM images revealed that the θ phase has a more spheroidal shape (5 to 10 µm) compared to the θ' and θ'' phases, which exhibit a needle-like morphology and are finer than the θ phase. Zhang et al [
38] also found that after a solution treatment at 538 °C for 2 hours, which is similar to the treatment applied in this study (540 °C for 1 hour), both the θ' and θ'' Al
2Cu intermetallics are completely dissolved into the Al matrix. The UTS results obtained by Zhang et al [
34] are similar to those obtained in this study. It is important to note that the 2219 Al–Cu alloy used by Zhang et al [
38] has a higher Cu content, which can contribute to the enhanced mechanical behavior. Additionally, the alloy samples were cast using ultrasonic casting [
38], resulting in a finer microstructural arrangement and, consequently, improved mechanical behavior. This comparison is made only to demonstrate the presence of θ' and θ'' Al
2Cu phases and their dissolution during the solution and heat treatments.