215
Fig. 10 plots the force-displacement curves from the test and from the FE prediction with and without [
18] considering the RS.
Fig. 11 illustrates the global stress evolution behavior according to the loading (engineering) strain. The global stress is calculated based on the elemental stresses, considering the weighting factor of the element volume fraction.
Fig. 11(a) - (c) presents the evolution of the von Mises, the loading direction, and 220 the absolute value of loading direction stress. According to loading (engineering strain),
Fig. 12 illustrates the structural Poisson’s ratio evolution obtained from the measurement and simulation, including with and without considering the RS for the auxetic structure with 5 × 5 cells. This calculation considers only the middle three rows for the experimental and numerical results since the auxetic deformation of the neighboring rows of clamping 225 jaws is affected by the BCs too much to show trustable auxetic behavior [
18].
Fig. 13 shows the overlay view of the deformed auxetic structures from the experiment and the FE simulation, where the grey contour presents measured data and the colored area the simulated ones. The legends in
Fig. 13 are only valid for the FE results.
Fig. 13(a) compares the measured and FE predicted deformed status without considering the RS, 230 where the distance between the two nodes marked in red is 99.8 mm in the simulation and 100.8 mm in the experiment. For the case of FE simulation with consideration of the RS, the results are shown in
Fig. 13(b) analogously. The experimentally measured and numerically predicted deformed status is given in
Fig. 14 for a PBAT auxetic structure with 5×5 cells.
Fig. 14(a) - (b) are measured ones at 8.8% and 17.6% loading strain, 235 respectively.
Fig. 14(c) - (d) show the FE-predicted von Mises stress at 8.2% and 17.8% strain without considering RS, respectively, while (e) - (f) present FE-predicted von Mises stress at 8.2% and 17.8% strain with considering RS, respectively. Similar to von Mises stress (
Fig. 14(c) - (e)), the loading direction stress distribution is plotted in
Fig. 15 at different (engineering) loading status.
Fig. 15(a) - (b) present the deformed status at240 27.35% strain with two perspective views, where the RS is not considered.
Fig. 15(c) (d) are similar to
Fig. 15(a) - (b), but with consideration of the RS.
Fig. 16 illustrates the histogram of FE-predicted stress from simulations with and without consideration of RS in the deformed auxetic structure with 5 × 5 cells at various loading (engineering) strains.
Fig. 16(a) - (c) show the von Mises stress at 8.17%, 17.76%, and 27% (without 245 RS 27.35%, with RS 27.07%), respectively.
Fig. 16(d) - (f) are the same as (a) - (c), but for the loading direction stress.
Figure 10.
Comparison of the global force-displacment curves achieved from the experiment and FE simulation including with and without [
18] considering the RS for the auxetic structure with 5×5 cells made of PBAT.
Figure 10.
Comparison of the global force-displacment curves achieved from the experiment and FE simulation including with and without [
18] considering the RS for the auxetic structure with 5×5 cells made of PBAT.
Figure 11.
FE-predicted global stress evolution according to loading for a PBAT auxetic structure with 5×5 cells: (a) - (c) von Mises, loading direction, and the absolute value of loading direction stress, respectively.
Figure 11.
FE-predicted global stress evolution according to loading for a PBAT auxetic structure with 5×5 cells: (a) - (c) von Mises, loading direction, and the absolute value of loading direction stress, respectively.
Figure 12.
Comparison of the structural Poisson’s ratio evolution according to engineering strian achieved from the experiment and FE simulation including with and without [
18] considering the RS for the auxetic structure with 5×5 cells made of PBAT.
Figure 12.
Comparison of the structural Poisson’s ratio evolution according to engineering strian achieved from the experiment and FE simulation including with and without [
18] considering the RS for the auxetic structure with 5×5 cells made of PBAT.
Figure 13.
Comparison of PBAT deformed auxetic structures with 5×5 cells between experiment (gray contour) and FE simulation (colored area), where the legend only presents the FE result for the von Mises stress distribution: (a) FE simulation without RS; (b) FE simulation with RS.
Figure 13.
Comparison of PBAT deformed auxetic structures with 5×5 cells between experiment (gray contour) and FE simulation (colored area), where the legend only presents the FE result for the von Mises stress distribution: (a) FE simulation without RS; (b) FE simulation with RS.
Figure 14.
Experimentally measured and numerically predicted deformed status according to loaded engineering strain for a PBAT auxetic structure with 5×5 cells: (a)-(b) measured at 8.8% and 17.6% strain, respectively; (c)-(d) FE-predicted von Mises stress at 8.2% and 17.8% strain without considering RS, respectively; (e)-(f) FE-predicted at 8.2% and 17.8% strain considering RS, respectively.
Figure 14.
Experimentally measured and numerically predicted deformed status according to loaded engineering strain for a PBAT auxetic structure with 5×5 cells: (a)-(b) measured at 8.8% and 17.6% strain, respectively; (c)-(d) FE-predicted von Mises stress at 8.2% and 17.8% strain without considering RS, respectively; (e)-(f) FE-predicted at 8.2% and 17.8% strain considering RS, respectively.
Figure 15.
FE-predicted stress distribution in the loading direction for a PBAT auxetic structure with 5×5 cells: (a) - (b) without considering RS at 27.35% engineering loading strain at two different view apsect; (c) - (d) same as (c) - (b), but with considering RS at 27.07% strain.
Figure 15.
FE-predicted stress distribution in the loading direction for a PBAT auxetic structure with 5×5 cells: (a) - (b) without considering RS at 27.35% engineering loading strain at two different view apsect; (c) - (d) same as (c) - (b), but with considering RS at 27.07% strain.
Figure 16.
Histogram of FE-predicted stress from simulations with and without consideration of RSes in deformed auxetic structure with 5 × 5 cells at loading (engineering) strains: (a) - (c) von Mises stress at 8.17%, 17.76%, and 27% (without RS 27.35%, with RS 27.07%); (d) - (f) same as (a) - (c), but for loading direction stress.
Figure 16.
Histogram of FE-predicted stress from simulations with and without consideration of RSes in deformed auxetic structure with 5 × 5 cells at loading (engineering) strains: (a) - (c) von Mises stress at 8.17%, 17.76%, and 27% (without RS 27.35%, with RS 27.07%); (d) - (f) same as (a) - (c), but for loading direction stress.
After this time, the entire printed auxetic structure cooled down to room temperature 23 ◦C.
After cooling down to room temperature, no testing data is available for the residu-al stress, about which simulation can provide some basic knowledge. The FE-predicted residual stress is presented in Fig. 7 and Fig. 8 and warpage in Fig. 9.