Abstract
Origami, widely known as the ancient Japanese art of paper folding, has recently inspired a new paradigm of design for mechanical metamaterials and deployable structural systems. However, lack of rationalized design guidelines and scalable manufacturing methods has hindered their applications. To address this limitation, we present analytical methods for designing origami-based closed-loop units with inherent foldability, and for predicting their folding response (e.g., folding force, bistability, and area and volume change by folding). These units can be employed as building blocks for application-driven design and modular construction of foldable structures with desired performance and manufacturing scalability.
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Introduction
Origami-based systems1,2,3 can exhibit unique properties such as tunable stiffness4, tunable chirality5, tunable thermal expansion6, programmable collapse7, programmable curvature8, auxeticity (i.e., having negative Poisson’s ratio)9,10,11, multi-stability4,10,12, and self-foldability13, making them promising candidates for applications such as reconfigurable architected materials14, deployable solar panels15, fold-core sandwich panels16,17, three-dimensional (3D) cell-laden microstructures18, flexible medical stents19, flexible electronics20, MEMS and NEMS21, potentiometric bio-sensing22, soft pneumatic actuators23, and self-folding robots and structures24. While these recent advancements have highlighted the potential of origami-based design approaches9,10,25,26, lack of robust and application-driven design guidelines and scalable manufacturing methods has limited their applications. Here, we present an analytical method to create a wide range of origami-based closed-loop units – in the form of polygons – which can be used as building blocks for rational design and modular construction of foldable structures.
Figure 1a shows a well-known one degree-of-freedom (DoF) origami called Miura-ori, constructed by folding a flat sheet of paper. Miura-ori is characterized by four crease lines which are formed when two identical acute angles, \(\alpha \), meet their supplementary angles, \(\pi -\alpha \). Then, folding along the crease lines will result in one mountain and three valley folds, which can be quantified in terms of the angle between the mountain (i.e., line AB) and front valley (i.e., line BC) fold lines, \({\beta }_{1}\in [\pi -2\alpha ,\,\pi ]\). \({\beta }_{1}=\pi -2\alpha \) and \({\beta }_{1}=\pi \) represent the extreme cases at which the origami is at fully-folded configurations under out-of-plane and in-plane folding directions, respectively, as shown in Fig. 1a. To enable creating a wide range of foldable designs, we now define two origami-based crease patterns which (in contrast to Miura-ori) cannot be made out of a single sheet of paper (see Fig. 1b,c). This means that an adhesive material (e.g., glue) is needed for attaching the parts together (see Supplementary Information for details). Crease pattern shown in Fig. 1b is constructed by connecting together four identical acute angles, \(\alpha \), resulting in a one DoF pattern at which the fold pattern can be characterized by four valley folds with \({\beta }_{2}\in [0,\,2\alpha ]\) as the angle between front (i.e., line BC) and rear (i.e., line AB) valley fold lines. Similarly, the crease pattern shown in Fig. 1c forms when four identical obtuse angles, \(\pi -\alpha \), meet. This also results in a single DoF pattern at which the fold pattern is characterized by two mountain and two valley folds with \({\beta }_{3}\in [0,\,2\alpha ]\) as the angle between the two mountain fold lines (i.e., lines AB and BC). We should note that \({\beta }_{2}\) and \({\beta }_{3}\) are two variables that control the folding of these two crease patterns, with \({\beta }_{2}={\beta }_{3}=2\alpha \), and \({\beta }_{2}={\beta }_{3}=0\), represent the extreme cases at which the patterns are at fully-folded configurations under out-of-plane and in-plane folding directions, respectively (see Fig. 1b,c). Interestingly, we can show that \({\beta }_{2}\) and \({\beta }_{3}\) are related to \({\beta }_{1}\) through the relations, \({\beta }_{2}={\beta }_{3}=\pi -{\beta }_{1}\) (see Supplementary Information for details).
Next, we propose an analytical method for designing foldable closed-loop units – in the form of polygons – with one DoF by attaching at least two different crease patterns presented in Fig. 1. For the three crease patterns introduced in Fig. 1, the angle between the middle crease lines (shown by dashed lines) can be presented as \(\beta \), and \(\pi -\beta \) (we use \(\beta \) instead of \({\beta }_{1}\) for the sake of simplicity). These angles, along with their explementary angles, \(2\pi -\beta \) and \(\pi +\beta \), serve as internal and/or external angles of the final configurations of closed-loop units. For each polygon with \(n\) sides, the summation of internal angles must be equal to \((n-2)\,\pi \), where \(n\) is the number of fold patterns used to construct the polygon. Denoting \({m}_{1}\), \({m}_{2}\), \({m}_{3}\), and \({m}_{4}\), as the number of internal angles, \(\beta \), \(2\pi -\beta \), \(\pi -\beta \), and \(\pi +\beta \) (i.e., \({m}_{1}+{m}_{2}+{m}_{3}+{m}_{4}=n\)), we can now present the following geometrical relation:
Since the right-hand-side of this equation is a constant for an arbitrary closed-loop unit, to achieve a foldable configuration, the left-hand-side must be independent of the folding variable, \(\beta \). This yields, \({m}_{1}-{m}_{2}=2\), and \({m}_{3}-{m}_{4}=2\), meaning that \(n\) \((={m}_{1}+{m}_{2}+{m}_{3}+{m}_{4})\) must be an ‘even integer’ greater than or equal to four. Furthermore, we can show that Equation (1) results in \((n/2)-1\) solutions for \(({m}_{1},\,{m}_{2},\,{m}_{3},\,{m}_{4})\) for an \(n\)-sided closed-loop unit (see Supplementary Information for details). Based on this, \(n=4\) results in the smallest configuration in the shape of a ‘quadrangle’ with two internal angles of \(\beta \) and the other two internal angles of \(\pi -\beta \) [i.e., \(({m}_{1},{m}_{2},{m}_{3},{m}_{4})=(2,0,2,0)\)].
However, foldability is not necessarily guaranteed for a closed-loop unit constructed by an arbitrary combination of the angles that satisfies Equation (1). This means that the ‘sequence’ of these angles in forming the final closed-loop configuration is a key factor that dictates the foldability versus rigidity of the unit. For example, for the quadrangular unit discussed above [which satisfies Equation (1)], the only foldable unit is obtained when identical angles are not adjacent to each other (i.e., the sequence: \(\pi -\beta \), \(\beta \), \(\pi -\beta \), \(\beta \)), while the other possible configuration (i.e., the sequence: \(\pi -\beta \), \(\pi -\beta \), \(\beta \), \(\beta \)) will result in a rigid unit. This will be discussed next by deriving a set of mathematical expressions which represent topological constraints on the sequence of internal angles to guarantee foldability.
Figure 2a shows a schematic diagram of the middle crease lines of an arbitrary closed-loop unit with \(n\) sides, where \({L}_{i}\) (with \(i\) as an integer varying between 1 and \(n\)) is the length of the (i)th crease line, \({\theta }_{(j)(j+1)}\) (with \(j\) as an integer varying between 1 and \(n-1\)) is the internal angle between the \((j)\,\) th and (j + 1)th crease lines (positive when counterclockwise), and \({\theta }_{n1}\) is the internal angle between the last and the first crease lines (positive when counterclockwise). For the unit to be closed-loop at an arbitrary folding level (i.e., for any value of the angle, \(\beta \)), the vector summation of the middle crease lines must be equal to zero, i.e., \({\sum }_{i=1}^{i=n}\vec{{L}_{i}}=0\), where \(\vec{{L}_{i}}\) is the vector representation of the (i)th crease line with magnitude \({L}_{i}\) directing along the corresponding crease line. Considering the coordinate system shown in Fig. 2a, this vector equation can be presented as (see Supplementary Information for details):
Using Equation (2), we can now check the validity of all combinations of internal angles given by Equation (1) to see if they result in a foldable closed-loop unit. For example, for a quadrangular configuration with angle sequence (\(\pi -\beta \), \(\beta \), \(\pi -\beta \), \(\beta \)), applying Equation (2) results in \({L}_{1}=\,{L}_{3}\) and \({L}_{2}=\,{L}_{4}\) to satisfy foldability. However, Equation (2) cannot be satisfied for a quadrangular configuration with angle sequence (\(\pi -\beta \), \(\pi -\beta \), \(\beta \), \(\beta \)) [see Supplementary Information for details]. Figure 2b shows a foldable quadrangular unit with \({L}_{1}=\,{L}_{2}={L}_{3}=\,{L}_{4}\) = 1 inch. As we mentioned earlier, the closed-loop units presented here cannot be made by folding a single sheet of paper. This means that we must fold multiple sheets of paper (at least two), then attach them together (using an adhesive) to construct the units. Note that the quadrangular unit shown in Fig. 2b retains the single DoF property and foldability of underlying crease patterns in both out-of-plane and in-plane directions (see Fig. 2b – middle and right columns).
Based on mathematical expressions presented here, we developed a MATLAB (MathWorks, Natick, MA) code to first find the solutions of Equation (1) for n-sided polygons, then use Equation (2) to select foldable closed-loop unit designs assuming \({L}_{1}={L}_{2}=\ldots ={L}_{n}\). Our results show that \(n=6\) results in no possible foldable design, while \(n=8\) results in 6 solutions which are shown in Fig. 3 (see Supplementary Information for details on these designs). In this figure, the center of each underlying crease pattern (i.e., vertices of the polygon made by middle crease lines) is labeled by capital letters. The first two configurations can be recreated using tessellations of the foldable quadrangular construction shown in Fig. 2b and thus, do not represent new configurations. Note that all these closed-loop units are one DoF flat-foldable (i.e., capable of transforming into a flat configuration) in out-of-plane and in-plane directions, except the last two configurations which are flat-foldable only in one direction while their foldability in the other direction is restricted due to ‘geometrical interference’ (i.e., self-contact) at points C and G.
Performing the analysis for \(n=10\) returns no possible solution, while \(n=12\) will result in 141 closed-loop constructions that satisfy both Equations (1) and (2). Here, we present a selected set of these closed-loop units in Supplementary Fig. S2 (see Supplementary Information for details on these designs). Again, all these units are one DoF flat-foldable in both out-of-plane and in-plane directions.
The closed-loop units can be stacked up – in out-of-plane direction – to create foldable tubular constructions. Here, we assume an infinite repetition of a ‘representative volume element’ (RVE; same as closed-loop unit), and analytically investigate the kinematics and folding kinetics of tubular constructions by studying the in-plane cross-sectional area, volume, and out-of-plane folding force needed to keep them at an arbitrary folding level. Figure 4a shows an example of an RVE and the corresponding tubular construction – composed of five RVEs stacked on top of each other in the out-of-plane direction – at an arbitrary folding level, where a and b are side lengths, \(H=2b\,sin(\alpha )sin(\frac{\gamma }{2})\) is the RVE’s height, and dihedral angles, \(\gamma \in [0,\,\pi ]\) and \(\xi \in [0,\,\pi ]\) are another forms of representation of the single DoF of the unit (similar to β) which can be derived from the following equations (see Supplementary Information for derivations):
Equation (3) holds true for all closed-loop unit constructions introduced in this paper. Now we quantify folding level by defining a non-dimensional parameter called ‘folding ratio’ as, \(1-sin(\frac{\gamma }{2})\), which varies from 0 (i.e., \(\gamma =\pi \)) to 1 (i.e., \(\gamma =0\)) [see Supplementary Information for derivation]. Based on this definition, complete folding in in-plane direction corresponds to a folding ratio of 0, while complete out-of-plane folding results in a folding ratio of 1. In-plane cross-sectional area, defined as the in-plane area bounded by closed-loop unit (or tubular construction) [such as the area of the polygon formed by middle crease lines] is equal to \({a}^{2}\,sin(\beta )\) for the unit presented in Fig. 4a and is constant through the height at any folding ratio. The in-plane cross-sectional area for the first four units with \(n=8\) and \(n=12\), shown in Fig. 3 and Supplementary Fig. S2, can be obtained using similar equations as \(2{a}^{2}\,sin(\beta )\) and \(3{a}^{2}\,sin(\beta )\), respectively. Moreover, the in-plane cross-sectional area for the last two units shown in Fig. 3 is given as \(2{a}^{2}\,sin(\beta )\,[1-cos(\beta )]\) and \(2{a}^{2}\,sin(\beta )\,[1+cos(\beta )]\). Also, the last configuration shown in Supplementary Fig. S2 has an in-plane cross-sectional area of \(5{a}^{2}\,sin(\beta )\). Figure 4b depicts the variation of ‘normalized area’ (i.e., in-plane cross-sectional area normalized by \({a}^{2}\)) as a function of folding ratio for all closed-loop units presented in this paper with \(\alpha =\pi /3\). Results show that except for closed-loop units with geometrical interference, the normalized area rises from zero (i.e., in-plane fully-folded configuration) up to a turning point (i.e., maximum point), then decreases towards smaller values, and finally follows a plateau regime until the unit reaches the other fully-folded configuration (i.e., out-of-plane). Note that the maximum normalized area occurs at \(\beta =\pi /2\), where folding ratio ~ 0.18. This behavior is different for closed-loop units with geometrical interference. For the range of folding ratio at which these units are foldable, the normalized area is greater compared to other units with equal number of sides, n, due to a separation between points C and G at all folding ratios (see Fig. 3). Similar behavior is observed for normalized volume [defined as the volume bounded by closed-loop unit (i.e., in-plane cross-sectional area multiplied by the height, H), normalized by \({a}^{3}\)], except at the folding ratio of 1, at which the normalized volume becomes zero due to the fully-folded configuration of the units, see Fig. 4c.
Next, for folding force calculations, we assume that tubular constructions are made of rigid plates connected together at straight crease lines by linear torsional springs with a spring constant per unit length of \(k(N)\). Using the principle of minimum total potential energy on RVE, we derived the following closed-form expression for out-of-plane folding force, \(F\) (see Supplementary Information for derivation):
where \({\gamma }_{0}\) and \({\xi }_{0}\) denote the free angles of horizontal and inclined torsional springs, respectively, and \(d\xi /d\gamma \) can be calculated using Equation (3). The equation given above clearly show that the folding force is proportional to the number of polygon sides, n. For instance, the folding force of an RVE with \(n=12\) is three times the force of an RVE with \(n=4\) (with same geometrical characteristics).
Figure 4d plots the normalized out-of-plane folding force versus the folding ratio for different values of a/b (ranging from zero to infinity), for all the RVEs studied in this paper. Note that normalization was performed with respect to the spring constant per unit crease length, \(k\), and number of polygon sides, \(n\), i.e., \(F/(k\,n)\). Results were plotted for \(\alpha =\pi /3\), and free angle of torsional springs achieved at \({\gamma }_{0}=\pi /3\) (folding ratio = 0.5; \({\beta }_{0}\) and \({\xi }_{0}\) can be calculated from Equation (3) by plugging \({\gamma }_{0}\) instead of \(\gamma \)). In Fig. 4e, we plotted the normalized out-of-plane folding force versus the folding ratio for a set of \(\alpha \), varying between the extreme cases, \(\alpha =0\) and \(\alpha =\pi /2\) for \(\frac{a}{b}=1\) and \({\gamma }_{0}=\pi /3\). Also, to highlight the effect of the free angles of torsional springs, we plot the normalized out-of-plane folding force versus the folding ratio for \(\frac{a}{b}=1\), \(\alpha =\pi /3\), and different values of \({\gamma }_{0}\) varying between the extreme cases, \({\gamma }_{0}=0\) and \({\gamma }_{0}=\pi \), Fig. 4f. Results clearly show that for \({\gamma }_{0}\) greater than ~ \(0.85\,\pi \), a ‘bistability’ (i.e., having two stable configurations) is observed for RVEs under the out-of-plane folding force - independent of the number of polygon sides, \(n\). For instance, the RVEs with \({\gamma }_{0}=11\pi /12\), exhibit local extremum points at folding ratios of ~ 0.07 (local maximum) and ~ 0.51 (local minimum). This demonstrates the existence of two stable configurations – one at folding ratio of close to 0, where the folding force is zero, and – the other one at the local minimum point at folding ratio of ~ 0.51. Existence of bistability in certain unit designs highlights their potential application in designing foldable structures for energy absorption, energy harvesting, and impact mitigation3,12,27,28.
Tessellation of closed-loop units or tubular constructions in the in-plane direction can create planar and 3D periodic foldable cellular structures, respectively. This results in creation of a wide range of foldable structures with one degree-of-freedom (DoF) with properties that are governed by their building blocks. Figure 5a,b show examples of tubular and 3D periodic cellular structures constructed with tessellation of closed-loop units with \(n=4\) (i.e., the smallest foldable closed-loop unit) and \(n=12\) (see Supplementary Information for more examples). In each example, the closed-loop units are first stacked on top of each other, in out-of-plane direction, to create a foldable tubular configuration. Tessellation of these tubular units in 2D in-plane area will form the final assembly of foldable 3D periodic cellular structures. Foldability of these 3D cellular structures in out-of-plane and in-plane directions are also demonstrated in both folding directions. Figure 5c,d show two examples of modular constructions made by using more than one type of closed-loop unit. To this end, the ‘unit cells’ are first created by employing multiple types of closed-loop units. Then, a planar tessellation of these unit cells will result in the final assembly of periodic structures. The closed-loop units, as well as the associated unit cell for each modular construction are shown in the figures. Both examples shown are fully-foldable in out-of-plane and in-plane folding directions.
In summary, we presented a set of mathematical expressions to design foldable Miura-based closed-loop origami units, which can further be used as building blocks for modular design of foldable structures including tubular, and 2D and 3D cellular constructions. Almost all the structures given have one DoF with flat-foldability in out-of-plane and in-plane folding directions. The folding kinematics and kinetics of the constructed foldable structures can be tuned through a number of geometrical parameters of their building blocks as well as the specific design (pattern) of the foldable structure. The work presents a novel and application-driven approach for developing origami-based foldable and deployable structures with modular construction through the design of their underlying building blocks.
Methods
Fabrication of the origami-based units and structures
All the samples were fabricated out of paper (thickness ~ 0.01 in), where the cuts and crease lines were made using a Silhouette CAMEO cutting machine (Silhouette America, Inc., Lindon, UT). Parts of closed-loop units or tubular constructions that can be made out of a single sheet of paper were first cut, and then folded along predefined crease lines. The folded parts were then glued together to form the final closed-loop or tubular configurations (see Supplementary Information for details). The modular constructions were achieved by gluing the underlying closed-loop or tubular constructions together.
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Acknowledgements
This report was made possible by a NPRP award [NPRP 7-882-2-326] from the Qatar National Research Fund (a member of the Qatar Foundation). The statements herein are solely the responsibility of the authors.
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D.M. and S.K. performed the analytical works and fabrications. All authors analyzed the results and contributed in writing the manuscript.
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Mousanezhad, D., Kamrava, S. & Vaziri, A. Origami-based Building Blocks for Modular Construction of Foldable Structures. Sci Rep 7, 14792 (2017). https://doi.org/10.1038/s41598-017-13654-z
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DOI: https://doi.org/10.1038/s41598-017-13654-z
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