This section presents the cross-section geometric properties of the proposed DOE for both idealised and as-manufactured cases. It is divided into six subsections: The idealised case, which demonstrates how polygon order affects the geometric properties; the comparison between idealised polygon cross-sections and as-manufactured strut element cross-sections for both materials; the second moment of area; the radius of gyration; the elastic shape factor, used to evaluate the stiffness of the as-manufactured geometry; the failure bending shape factor, used to evaluate the strength of the as-manufactured geometry.
4.1 GEOMETRIC PROPERTIES OF IDEALISED STRUT ELEMENTS
The stiffness and strength of strut element specimens associated with the same cross-section area may be characterised by quantifying the idealised geometric properties including the second moment of area, \({I}_{ideal}\), the radius of gyration, \({R}_{g,ideal}\), elastic bending shape factor, \({Ø}_{B,ideal}^{e }\), section modulus, \({Z}_{ideal}\), and bending failure shape factor, \({Ø}_{B,ideal}^{f }\).
These geometric properties are quantified in Fig. 7 for various regular polygonal cross-sections associated with equal cross-section area, for a range of orientations achieved by incremental rotations, \({\theta }_{rotation}\), about the centroid. Figure 7b-d show that the second moment of area, the radius of gyration, and the elastic shape factor remain constant while rotating these idealised polygonal shapes. The elastic shape factor of the octagonal cross-section has a very slight increase of 0.2% over the circular section, whereas square and triangular shapes indicate a 4.7%, and 20.9% increase, respectively. Meanwhile, the section modulus and failure shape factor show a dependence on the polygon’s orientation that increases with lower-order polygons, this is associated with vertex orientation. For example, the failure shape factor of the idealised triangular cross-section ranged from − 23% lower (pointing up, \({\theta }_{rotation}=0^\circ ,120^\circ ,240^\circ\)) to 55% higher (pointing down, \({\theta }_{rotation}=60^\circ ,180^\circ ,300^\circ\)), when compared to that of the circular cross-section, this can clearly be seen in Fig. 7f with the number of peaks corresponding to the number of vertices.
These results are known in structural engineering but have yet to be applied in the design of lattice structure elements enabled by AM. The following subsections investigate how the as-manufactured cross-section varies from the idealised results for these important geometric characteristics.
4.2 IDEALISED VERSUS AS-MANUFACTURED CROSS-SECTION AREA
The as-manufactured polygon cross-section area, \({A}_{CT}\), is affected by manufacturing processes, leading to variation between the idealised and as-manufactured strut element. The effective diameter, \({D}_{eff}\), inclination angle, \({\alpha }_{inclination}\), polygon order, \(p\), and material choice all significantly affect LB-PBF manufacturability.
Figure 8 shows the variation in cross-section area within each of the as-manufactured strut elements. The box plots provide a graphical statistical summary for each cross-section image for the given strut. These include the rectangular box representing the interquartile range (IQR) (25–75% percentiles), the whiskers extending up to 1.5xIQR and the median as the horizontal line within the box. The plots are presented in a graphical array as defined by material (columns), and effective diameter (rows), while cross-section shape and build inclination angle form the horizontal axis labels and the as-manufactured cross-section area forms the vertical axis labels. The expected value based on the idealised shape is presented as horizontal lines spanning the plots. For consistency, each of the geometric characteristics discussed in later subsections is presented using the same graphical array with only the vertical axis changing to reflect the relevant value.
Comparing the aluminium (left column of Fig. 8a-d) to the titanium (right column of Fig. 8e-h), generally, there is greater variation within the individual aluminium specimens than the titanium as indicated by the relative size of the IQR, the exception being at \({D}_{eff}=0.5 mm\). Furthermore, for the aluminium there is a trend that area (median) and variation in the area (box plot size) increases with decreasing inclination angle.
For the titanium (Fig. 8e-h) there is an upward trend in the position of the box plots within each graph, indicating that the cross-section area of the strut elements increases as the shape changes from circular to triangular, i.e., as the polygon order decreases, the area increases. This suggests that more material may be accumulating in the as-manufactured triangular shape than in the circular shape, even though they are intended to be the same area as indicated by the spanning horizontal line.
For the aluminium strut elements (Fig. 8a-d), the same upward trend across the shapes is not visible, however within each shape (clusters of three) there is both a downward trend in the cross-section area and in the variation of the cross-section area with increasing build inclination angle.
These trends indicate that the cross-section area of aluminium strut elements is strongly affected by inclination, accumulating more area and greater variation in the area along a strut element as the build inclination angle is decreased from 90° to 35°. Meanwhile, the titanium strut elements show far less variation in area.
4.3 SECOND MOMENT OF AREA (IDEAL VS CT)
The second moment of area for as-manufactured case, \({I}_{CT}\), is calculated based on extracted data from µCT cross-section images. This extracted data provides the outer boundary, centroid, and as-manufactured area, \({A}_{CT}\), for each image. Each fabricated strut element is imaged many times along its length. Therefore, to quantify \({I}_{CT}\) with image orientation, the extracted boundary is incrementally rotated by a small rotation angle, \({\theta }_{rotation}\), (3.6°) as shown in Fig. 9a. At each rotational angle the \({I}_{CT}\) is calculated as shown in Fig. 9b.
All values of \({I}_{CT}\) are compared with that of the idealised case of a circular cross-section, \({I}_{ideal}\), for each strut, categorized by material (AlSi10Mg and Ti6Al4V), the effective diameter, \({D}_{eff}\), shape, and inclination angle, \({\alpha }_{inclination}\), as shown in Fig. 10. The distribution of \({I}_{CT}\) is presented in the form of box plots, using the same graphical array described in subsection 4.2. \({I}_{ideal}\) is shown as horizontal line segments that increase with decreasing polygon order.
Comparing the aluminium and titanium struts at the same effective diameter, there is significantly more variation in \({I}_{CT}\) across the aluminium struts than across the titanium struts. Suggesting that titanium provides a more consistent stiffness.
The aluminium strut elements seen in Fig. 10a-d, show both \({I}_{CT}\) and \({A}_{CT}\) experience a similar trend. The magnitude and variation of \({I}_{CT}\) within the as-manufactured strut elements show a decreasing trend with increasing build inclination. This is seen by longer IQR boxes for 35° strut elements compared to the 90° struts.
Considering the titanium strut elements in Fig. 10e-h, the increase in \({I}_{CT}\) across the shapes is greater than expected, in comparison to the idealised cross-section. This corresponds with the previous observation that the as-manufactured area, \({A}_{CT}\), increased with decreasing polygon order at a given \({D}_{eff}\).
4.4 RADIUS OF GYRATION (IDEAL VS CT)
The efficiency of a cross-section shape of interest for elastic stability under compression can be evaluated using the radius of gyration, \({R}_{g}\), associated with the cross-section area of interest, as discussed in Section 2.2. Figure 11 shows box plots for the radius of gyration of the as-manufactured strut elements, \({R}_{g,CT}\), compared with the idealised case, \({R}_{g,ideal}\), represented as a green horizontal line segment for both aluminium and titanium. It does not consider the material, which is useful to evaluate the efficiency of the actual shape versus the idealised shape. Figure 11 also evaluates the quality of fabrication and the effectiveness of controlling factors such as \({{\alpha }}_{{i}{n}{c}{l}{i}{n}{a}{t}{i}{o}{n}}\).
Overall, it can be observed that the variation in \({R}_{g,CT}\) is larger in the aluminium (Fig. 11a-d) than the titanium (Fig. 11a-d) strut elements. The variation within individual aluminium strut elements is largest for the 35° and 45° build inclination angle, while the 90° cases are similar to the titanium.
The dependence on shape observed for \({A}_{CT}\) and \({I}_{CT}\) in titanium strut elements\({A}_{CT}\) and \({I}_{CT}\) is not as obvious for \({R}_{g,CT}\), with the relative increase\({\alpha }_{inclination}{R}_{g,ideal}\)
4.5 ELASTIC SHAPE FACTOR (IDEAL VS CT)
The elastic shape factor, \({Ø}_{B}^{e }\), provides the stiffness efficiency of the cross-section shape as discussed previously in Section 2.3. The as-manufactured elastic shape factor, \({Ø}_{B,CT}^{e }\) , is compared with the idealised case, \({Ø}_{B,ideal}^{e }\), in Fig. 12. With the idealised shape factor for the circular cross-section being 1.0, the octagonal, square, and triangular cross-sections are 1.002, 1.047 and 1.209 respectively. Comparing \({Ø}_{B,CT}^{e }\) to \({Ø}_{B,ideal}^{e }\) shows the effect of manufacturing defects and control factors. The orientational dependence observed in \(I\) is again observed in \({Ø}_{B}^{e }\). The shape factor removes size dependence so comparisons can be made purely on the achieved shape and not be confounded with whether more or less material is contributing to the change.
Comparing \({Ø}_{B}^{e }\) between aluminium (Fig. 12a-d) and titanium (Fig. 12e-h), generally, there is less variability within individual titanium strut elements than within individual aluminium strut elements, as can be seen by the size of the IQR for individual box-plots. This is most notable in the 35° and 45° cases. The exception appears to be in strut elements with smaller \({D}_{eff}\) of 0.5 mm, where the aluminium and titanium both show relatively large variation in \({Ø}_{B}^{e }\).
Also noticed at lower effective diameters, the elastic shape factors of the as-manufactured triangular cross-sections are producing results more in line with a circular cross-section. While at higher effective diameters the elastic shape factor of the as-manufactured strut elements better matches the idealised result. The transition for this behaviour occurs at \({D}_{eff}\) of 1.0 mm for the titanium, and between an \({D}_{eff}\) of 2.0 to 3.0 mm for the aluminium.
Another observation is that the median \({Ø}_{B}^{e }\) for each titanium strut element sits at or below the ideal value, however in the aluminium, particularly at an \({D}_{eff}\) of 1.0 and 2.0 mm, the median \({Ø}_{B}^{e }\) for the inclined circular, octagonal and square cross-sections sit above their ideal values. This appears to be an indication of defects introduced during MAM processes, suggesting that as-manufactured defects could increase local stiffness and failure response if they align favourably with loading conditions as illustrated in Fig. 7f, i.e.; unintended additional material is deposited in such a way as to increase \({y}_{max}\), aligning with the optimal orientation.
4.6 FAILURE SHAPE FACTOR (IDEAL VS CT)
The failure shape factor, \({Ø}_{B}^{f}\), can be used to evaluate the manufacturability of a strut element cross-section. With the idealised failure shape factor, \({Ø}_{B,ideal}^{f}\), for the circular cross-section being 1.0, the octagonal, square, and triangular cross-sections experience an orientation dependence and range from 0.95–1.029, 0.83–1.18, and 0.77–1.55 respectively. The failure shape factors for the as-manufactured strut elements, \({Ø}_{B,CT}^{f}\), are compared to the ideal ranges in Fig. 13.
Comparing the aluminium (Fig. 13a-d) and titanium (Fig. 13e-h) cases, the titanium strut elements show greater consistency for a given shape across the three inclination angles, and the square and triangular shapes tend to remain bound by the ideal range, with the distributions better matching the ideal range with increasing effective diameter. This trend is not observed in the aluminium strut elements which show greater variation and is particularly apparent for circular and octagonal shapes.
The implication of the large variation in the failure shape factor is that it shows both an opportunity for improved or reduced strength, based on geometric orientation concerning load conditions. An important observation from these graphs is that the median result typically sits below 1.0, meaning that orientations typically fall into the scenario of reduced strength rather than improved strength should the cross-section orientation be randomly aligned relative to the load direction.