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Materials Science in Additive Manufacturing                            NiTi lattice: Performance optimization























            Figure 10. The whole compression process.













            Figure 11. The cracking and failure process.


            no pictures were recorded after achieving a strain of 20%. It
            can be observed that the pillar offset of the BCC structure,
            enclosed by a yellow dotted-line box in Figure 11, at 13.5%
            strain was more serious than other parts, and the fracture
            occurred at the node of this section.
              As shown in  Figure  10, the pillars between the two
            nodes of the I-WP structure also deviated from the
            original direction during the compression process. As the
            compression progressed, the I-WP fractured along the 45°
            direction of the strut. Figure 11 shows that the pillar of
            the I-WP structure enclosed by a yellow dotted-line box
            bent, and subsequently, the 45° fracture zone occurred
            at this section. After the fracture, the overall structure
            remained relatively stable, and the compression process
            could still continue. Failure appeared, as shown in the red   Figure 12. Finite element simulation of body-centered cubic and I-graph-
            dotted-line  box,  when  the  structure  was  compressed  by   wrapped package lattice structures.
            20%. The pillars of this unit cell were more easily broken
            than the other layers. Slight damage can be seen in the   nodes shifted. The pillar offset aggravated the force at the
            region enclosed by the red dotted-line box in Figure 11   node, offering an explanation for the fracture at the BCC
            when the structure was compressed by 10.4%. When the   nodes shown in Figure 11. It is noted that the stress at the
            compression reached 40% for the I-WP structure, a new   joints of the I-WP structure was significantly lower than
            fracture zone of 45° along the pillar appeared.    that of the pillars. The pillars between the nodes exhibited
              Figure 12 presents the static simulation analysis of the   bending as the  compression progressed. The bending of
            two NiTi structures. The stress at the joints of the BCC   the pillar aggravated the stress at the pillar, justifying the
            structure was significantly higher than that of the pillars.   occurrence of fracture at the I-WP pillars, as shown in
            As the compression progressed, the pillars between the   Figure 11.


            Volume 3 Issue 2 (2024)                         11                             doi: 10.36922/msam.3380
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