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Materials Science in Additive Manufacturing                           Bistable 3D-printed compliant structure



            Group  2 exhibited high reversibility after removing the   This  observation is  consistent  with  the  findings  that  an
            compressive loading. The structures with higher h’, yielding   even higher h’ value is required to achieve bi-stability for
            stronger snap-through can undergo more considerable   a double curved-beam system configured as the proposed
            deformation while still maintaining their ability to return   structure. 25
            to the initial configurations.
                                                               3.1.1.2. Cyclic loading and unloading tests
              All three designs are supposed to achieve bi-stability
            according to the analytical model. However, after   Since the reversibility was identified as a distinct feature
            removing the load in the experiment, all the specimens   of Group  2, loading and unloading cyclic tests were
            regained their original shapes. This could be explained by   performed to study their reusability and recoverability.
            the deformations in Figure 4C. According to the relative   Force-displacement curves were obtained from the Instron
            positions between the red dash line and the bottom pair of   software after thirty cycles. The responses of structures in
            the beams, both pairs of beams were stretched out in the   design Group 2 (l’ = 60 and g’ = 1) are presented in Figure 5
            lateral direction from the initial state to Point A (on the   in the form of effective stress-strain curves. Here, the
            force-displacement curve). In other words, the design value   effective stress-strain curves for all 30 cycles are shown in
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            for h’ decreased at the beginning of the compression due to   Figure 5A, C, and E. In addition, the 1 , 15 , and 30  cycles
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            the lack of constraints at the beam ends. Once the value   were compared separately without the cycles in between to
            for h’ reduced to <2.31, the geometry of the double curved   better observe the changes in responses during  the cyclic
            beams could not meet the requirement for bi-stability.   loading and unloading tests (Figure 5B, D, and F).
                         A                                  B












                         C                                   D














                         E                                    F















            Figure 5. Effective stress-strain curves of 30 cycles of loading and unloading tests for: (A) Design No. 4, (C) Design No. 5, and (E) Design No. 6. Comparison
            among effective stress-strain curves of the 1 , the 15 , the 30  cycles for: (B) Design No.4, (D) Design No.5, and (F) Design No.6.
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            Volume 3 Issue 4 (2024)                         8                              doi: 10.36922/msam.4960
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