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Faculty Publications
7-1-2019
Tuned Photomechanical Switching of Laterally Constrained
Arches
Matthew L. Smith
Hope College,
[email protected]
J Gao
University of Pittsburgh
A A. Skandani
University of Pittsburgh
N Deering
Hope College
D H. Wang
Wright-Patterson Air Force Base
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Recommended Citation
Repository citation: Smith, Matthew L.; Gao, J; Skandani, A A.; Deering, N; Wang, D H.; Sicard, A A.; Plaver,
M; Tan, L-S; White, T J.; and Shankar, M R., "Tuned Photomechanical Switching of Laterally Constrained
Arches" (2019). Faculty Publications. Paper 1483.
https://digitalcommons.hope.edu/faculty_publications/1483
Published in: Smart Materials and Structures, Volume 28, Issue 7, July 1, 2019, pages 075009-. Copyright
© 2019 IOP Publishing.
This Article is brought to you for free and open access by Hope College Digital Commons. It has been accepted for
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Authors
Matthew L. Smith, J Gao, A A. Skandani, N Deering, D H. Wang, A A. Sicard, M Plaver, L-S Tan, T J. White,
and M R. Shankar
This article is available at Hope College Digital Commons: https://digitalcommons.hope.edu/faculty_publications/
1483
Tuned photomechanical switching of laterally constrained arches
M. L. Smith1*, J. Gao2, A. A. Skandani2, N. Deering1, D. H. Wang3, A. A. Sicard1, M.
Plaver1, L.-S. Tan3, T. J. White3 and M. R. Shankar2
1
Department of Engineering, Hope College, Holland, Michigan, USA
Department of Industrial Engineering, University of Pittsburgh, Pittsburgh, Pennsylvania,
USA
3
Materials and Manufacturing Directorate, Wright-Patterson Air Force Base, Dayton, OH,
USA
2
E-mail:
[email protected]
Abstract. Laterally constrained arches driven between stable states by light, represent a
unique space for compliant mechanism design. Exploiting mechanical multistability can
overcome limitations of functional photomechanical actuators, which include limited
repeatability, actuation speed, and positioning characteristics. Here, the addition of lateral
constraints to an elastic bistable arch system is proposed as a method for toggling between
bifurcated states by controlling the location of actinic irradiation. This approach expands
the design space for photomechanical, mutistable structures and actuators. Arch behavior
as a function of system parameters is simulated, including conditions leading to
multistability. An experimental demonstration and exploration of a constrained
photomechanical arch is also presented. It is expected that the concepts presented here
could lead to innovations in areas such as energy harvesting, soft robotics, and multistable
architected materials.
1. Introduction
Bi- and multistable elements hold potential for a variety of applications in areas such as motion stabilization,
mechanical or thermal energy harvesting, actuators, sensors, morphing surfaces and structures, and robotics
[1–4]. These elements are a subset of a broader class of device elements termed compliant mechanisms.
Compliant mechanisms make use of flexible components, rather than discrete, rigid links, and are designed
to perform specified functions which combine both motion and force control [5]. These mechanisms are
commonly employed in nature for the purpose of enhanced kinematics or accelerated motion (e.g. cicada
ribs, hummingbird beaks, or the Venus flytrap [6–8]). By replacing multiple rigid elements with a smaller
number of flexible components, compliant mechanisms offer integral, easy-to-fabricate structures with
advantages that include, reduced wear and maintenance, lower overall device weight, and novel design
strategies (e.g. in energy harvesting and energy dissipation applications) [1,5,9].
Realizations of these mechanisms using photomechanical materials, which convert light into
mechanical work, is particularly intriguing because of the opportunity to induce spatially resolved, wireless
actuation that can be actively controlled or designed to respond to environmental conditions. While the
development of photochemically driven light responsive materials has been the focus of intense
investigation [10–14], the utilization of these materials in functional compliant mechanisms [5] for smart
structures and devices has not been extensively explored (see Ref. [15–18] for some notable exceptions).
In particular, most photomechanical realizations of
these materials have involved standard cantilever
bending configurations as proof-of-concept, light to
work demonstrations. In cantilever configurations,
these materials often exhibit slow actuation rates
ranging from 10’s of seconds to minutes, unless large
laser intensities on the order of hundreds of mW/cm2
are used [19]. Photomechanical cantilevers also
typically have low flexural stiffness and display poor
reproducibility in tip positioning from sample to
sample.
These challenges can be partially addressed
through mechanical design. For example, a simple
arch configuration (Figure 1a, both ends clamped)
offers distinct advantages over cantilevers, such as,
precise, discrete positioning and the ability to hold an
equilibrium position without further energy input. An
additional significant feature of this configuration is
the potential for rapid motion (snap-through or snapbuckling) between equilibrium states, due to elastic
Figure 1. (a) Schematic of the material strip buckled
instability. Bistability and snap-buckling have into a simple arch with width L and no rigid constraint.
attracted the interest of a wide range researchers, and Classical snap-buckling induced by a lateral force is
these phenomena have been utilized in many indicated. (b) Buckled, photo responsive material strip
with rigid constraint. Lateral loading is produced by
developing applications, including a ventricular assist light. (c) Azobenzene isomers and a schematic of a
device [20], jumping robotic locomotion [21], and photoinduced strain gradient in the material strip.
passive flow control in microfluidics [22].
Generally speaking, the qualitative behavior of a simple arch, clamped at both ends (clamped-clamped),
remains relatively unchanged while varying material stiffness, beam thickness, and arch width. However,
some recent studies have revealed more complex arch behavior by modulating boundary conditions,
exploiting symmetry breaking (via arch material construction; bifurcations driven by boundary conditions),
or applying external constraints. For example, Plaut and Virgin [23] investigated snap-through of a buckled,
flexible strip subjected to rotations at the boundaries. Gomez et al. [24] used an arch with clamped-clamped
boundary conditions, where one end was also rotated at an angle, to investigate a critical slowing down of
snap speeds near the point of instability. Sano and Wada [25] studied a buckled beam with one clamped
end and the other hinged. They broke the symmetry in the system by moving the clamped end laterally and
discovered interesting hysteretic but reproducible behaviors, including snap buckling into monostable
configurations. Furthermore, Arena et al. [26] exploited symmetry breaking in a composite layup to realize
a passively adaptive air inlet featuring “super elastic” monostability in which the structure snaps into a
closed position at high air velocities and automatically snaps back open when the air velocity is lowered to
a critical level.
Contact with external constraints to exploit non-linear responses of slender geometries has also
attracted significant interest. Recent studies on mechanical energy harvesting devices have highlighted the
use of external point loads and discrete rigid constraints as a means to tailor and broaden the system
response of buckled and arch-like structures [27,28]. Sano et al. studied the interaction of the free ends of
singly clamped elastic strips with rigid substrates [29]. In addition, contact of thin structures with rigid
constraints have application to Coiled Tubing technology in the petroleum industry [30], rope coiling [31],
and pattern formation in thin shells with inner mandrel constraints [32]. The buckling and collapse behavior
of thin beams experiencing contact with a rigid, frictional, lateral constraint has also received some past
research interest [33,34].
In this work, we explore the use of discrete, rigid constraints (Figure 1b) as a means to produce
qualitative changes in arch behavior. In addition, these constraints provide additional parameters that can
be used to tune the mechanical response. In the following sections, we first present numerical simulations
that outline the basic operation of an arch with a single rigid constraint followed by model predictions for
tuning this type of actuator. We discuss opportunities for generating wireless, multi-stable compliant
structures by introducing more than one constraint. Finally, the operation of a photomechanical actuator
with a single constraint is demonstrated experimentally.
2. Methods
2.1. Numerical Modeling, Stationary Simulations
The photomechanical materials considered herein are glassy polyimides functionalized with
azobenzene derivatives [35]. Azobenzenes are chromophores that undergo a molecular contractions during
isomerization from a rod-like trans state to a bent cis state when irradiated with certain wavelengths of light
(Figure 1c) [36]. Irradiation induces strain in the material. As light interacts with the material it is absorbed
by the chromophores. Because the chromophores are evenly distributed throughout the material, the light’s
intensity attenuates as it penetrates into the thickness. Lower light intensity in the material bulk away from
the irradiated surface leads to lower isomerization rates, and ultimately, a gradient in strain through the
material thickness. It is this gradient that produces bending in cantilever and arch structures fabricated from
such photoactive materials.
A crucial feature of the azobenzene molecule is that its absorption of light is axis-selective, that is, it
absorbs light most strongly along its transition dipole (in the trans state this is roughly along the molecular
axis). In a material with isotropic alignment, polarized light can be used to determine the direction of
material contraction since predominantly the azobenzenes parallel to the light polarization will isomerize.
Either uv or blue light can be used to trigger a photomechanical response, however the exact molecular
level mechanisms leading to deformation are different depending on the light source [12]. In this modeling
effort, we focus primarily on the macroscopic structural response given an assumed exponential strain
gradient in response to the light. In this manner, the effect of irradiation on the material can be thought of
as resulting in a local change in natural length, similar to thermal expansion or contraction.
A reasonable approach for modeling the thin photomechanical material strips considered in this work,
is to use a one-dimensional gradient beam model. This approach has been used, for example, to study
thermal loadings in functionally graded material beams [37,38] and for bending [39–41] and snap-through
[42,43] in photomechanical systems. The contact conditions along with the photo induced loading can make
the analysis challenging and such a one-dimensional system is not pre-coded in commercial finite element
software. An alternative approach that is relatively convenient is to treat the material strip as a planar, linear
elastic solid. We employ this technique here,
performing stationary simulations in COMSOL
Multiphysics. Coordinates of material points in the
reference configuration (Figure 2a) are given by 𝑋 ∈
[0, 𝐿𝑜 ] and 𝑌 ∈ [−ℎ⁄2 , ℎ⁄2], where 𝐿𝑜 and ℎ are the
original length and thickness of the linear elastic solid,
respectively. Displacements of material points are
given by the two dimensional vector, 𝒖(𝑋, 𝑌). The
arch is subjected to clamped boundary conditions at
both ends, such that, displacements and rotations are
restricted.
The elastic strain is given by 𝜀 𝑒𝑙 = 𝜀 − 𝜀 𝑠 , where Figure 2. (a) Schematic of the model reference state
𝜀 is the total strain and 𝜀 𝑠 is any contribution to the with rigid constraint and key dimensional parameters.
strain due to non-mechanical stimulus, such as, the The light position 𝑋𝑓 is illustrated here, but light is not
photomechanical effect. The constitutive model is actually applied until the strip is in the buckled
configuration. (b) Condensed chemical structure for the
given by 𝑺 = 𝑪: 𝜀 𝑒𝑙 , where 𝑺 is the second Piola- azo-polyimide employed in this work.
Kirchhoff stress tensor, 𝑪 is the stiffness tensor, and
𝜀 𝑒𝑙 is the Green-Lagrange strain tensor. Material parameters that are entered into the stiffness tensor using
the COMSOL interface are Young’s Modulus, 𝐸 and Poisson’s ratio, 𝜈. Since the light is considered to be
polarized parallel to the 𝑋 direction, the only photoinduced strains are assumed to be of the form 𝜀𝑋𝑠 =
𝑝ℎ
𝑝ℎ
𝑝ℎ
𝑝ℎ
𝜀𝑋 = 𝐼𝑜 (𝑋)𝛽𝑒 −(ℎ⁄2−𝑌)/𝑑 and 𝜀⊥𝑠 = 𝜀⊥ = −𝜈 𝑝ℎ 𝜀𝑋 , where 𝜀⊥ is the induced strain in the direction
perpendicular to the 𝑋 direction due to a photo Poisson-like effect with proportionality constant 𝜈 𝑝ℎ [44,45].
Further, 𝛽 is the proportionality constant between photostrain and light intensity and is termed the
photocompliance, 𝑑 is the attenuation length of the light for the azoPI films, and 𝐼𝑜 (𝑋) is the light intensity
at the incident surface, which can vary in the 𝑋 direction. Here we assume the laser is collimated and the
intensity profile in the 𝑋 direction is sufficiently approximated by a boxcar function (cf. Figure 2a). The
light induced, inelastic strain field is implemented in COMSOL using the initial strain subnode.
In a representative simulation, first, parameters such as the pin placement and laser focus point are set.
Friction free contact surfaces are assigned between the bottom of the strip and the fixed pin. In the first
simulation step, the material strip is buckled by displacing the right boundary condition inward so that the
width of the arch is length 𝐿. A temporary, downward body force is applied on the right or left side of the
strip so that it buckles into the rigid pin and forms a constrained arch (cf. Figure 1b). Once the strip is in
the buckled configuration, the body force is removed, and a parameter sweep is performed in which the
vertical displacement of a material point located at 𝑋𝑓 (the laser focus point) is varied and equated to the
actual displacement through a global equation node. Though the actual light intensity is known in
experiment, the transduction of that intensity into a photostrain gradient is not instantaneous and so the
actual photostrain with time is not known. In a dynamic simulation the population of photo active molecules
could be modeled to gain additional understanding of when the gradient reaches a point critical for snapthrough [46,47]. For the stationary solutions here, the incident light intensity is treated as an extra degree
of freedom and the software solves the system of stationary equations of motion along with the global
equation to yield the simulation results. In essence, a photo stationary state is assumed at each incident
intensity computed. The critical incident intensity can be identified by locating turning or limit points on
the computed equilibrium path.
2.2. Dynamic modeling
All dynamic simulation models were created using the commercial finite element software, LS-DYNA. LSDYNA was selected for its ability to effectively simulate highly nonlinear dynamic problems involving
contact conditions. In particular, it features contact detection involving plates and shells which is an
advantage for computational efficiency. A tradeoff in this approach is that the through thickness strain
gradient is not readily implemented in LS-DYNA. Therefore, out of expedience the arch was modeled as
an elastic bilayer plate, while the pins were modeled as rigid solid cylinders. A region of the top layer was
given a material definition that included a negative coefficient of thermal expansion in order to simulate
the light irradiation. The bottom layer contained no thermally responsive region. All other material
properties for the two layers were identical and matched those used for the stationary simulations (Table
S1).
We follow Ref. [48] in implementing the bilayer approach. A relationship relating the active bilayer
thickness 𝐻, stimuli induced strain in the active bilayer 𝜀 𝑏𝑖𝑙 , and the photostrain at the incident surface in
𝑝ℎ
the gradient model 𝜀𝑜 , can be developed by equating the internal resultant forces in the 𝑋 direction
produced by the gradient model and the bilayer model, and by equating the internal resultant moments about
the 𝑍-axis for the two models. This relationship as derived in reference [48] is restated in equations (1) and
(2) for the reader’s convenience:
𝐻=
2[𝑑(𝑒 ℎ⁄𝑑 −1)−ℎ]
𝑒 ℎ⁄𝑑 −1
𝑑𝜀
𝑝ℎ
𝜀 𝑏𝑖𝑙 = 2𝑒 ℎ⁄𝑑𝑜
,
(1)
2
(𝑒 ℎ⁄𝑑 −1)
,
[𝑑(𝑒 ℎ⁄𝑑 −1)−ℎ]
(2)
Additional details related to the derivation of equations (1) and (2) are given in the supplemental
information, Section S2.
A surface to surface contact type was used between the pins and plate. The arch was buckled into the
pin first, in all simulations. Once buckled, both ends of the plate had rotation and translation restricted in
all directions. After the beam attained a stable state, the temperature was ramped to mimic the effect of
irradiation with light, and the thermally responsive section began to deform. Deformation was relatively
slow at first until a point of instability was approached and then rapid snap-through commenced. The
thermally responsive region can be relocated in order to transition the arch to different stable positions.
After the new stable states were attained the temperature was reduced to the reference state and the arch
relaxed so that no non-mechanical strain remained.
2.3. Experimental Details
Cross-linked azobenzene functionalized polyimide (AzoPI) films with the chemical structure shown in
Figure 2b were synthesized following previously reported procedures [17,35]. Films contained 30 mol%
azobenzene units and the specific material was designated as X-ppp-6FDI in prior publications [35,46].
Thin strips, having nominal dimensions of 𝑏 = 1mm wide and ℎ = 15𝜇m thick, were cut from solution
cast films. The strips were clamped so that the average length in the unbuckled configuration (𝐿𝑜 ) was
approximately 56mm (Fig. 2a) unless otherwise noted. The displacement of one end of the strip was
controlled by a linear stage with a micrometer while the other end was fixed. The pin used to constrain the
arch motion was fixed to a vertical stage with micrometer and had a diameter of 0.7mm (Fig. 1b and 2a).
In a typical experiment, one end of the strip was displaced inward slightly in order to induce buckling. If
necessary, the buckled arch was manually biased downward so that it contacted the pin. The sample was
then irradiated with a 375nm wavelength laser. The diameter of the laser spot on all samples was 3mm with
an intensity of 100 mW/cm2 based on measurements from a Thorlabs S302C thermal power sensor. An
Aven Mighty Scope camera was used to record the light induced deformations at 7 frames/s. If the sample
was to be tested again (e.g. in order to examine back and forth snap-through) it was irradiated with visible
light from a 150W fiber optic illuminator with a halogen bulb (Cole Parmer) in order to drive cis isomers
back to trans isomers. Images were processed using the open source software ImageJ [49] and a custom
code written in MATLAB.
3. Results and Discussion
3.1. Numerical predictions
In the following sections, results from both the stationary and dynamic simulations are presented. An
overview of representative arch behavior is given in section 3.1.1. System output, such as, rotational travel
at the midpoint and stroke length as certain parameters are varied is shown in section 3.1.2. Finally,
multistable configurations with 1 to 4 rigid constraints are discussed briefly in section 3.1.3. The stationary
simulations were used to generate the results in sections 3.1.1 and 3.1.2, while the dynamic simulations
were used to produce the configurations shown in section 3.1.3, in order to demonstrate the arch could be
dynamically transitioned between states using only non-mechanical stimulus.
3.1.1. Constrained Arch Operation
The basic operation of the photomechanical, constrained arch is demonstrated in Figure 3 using the
stationary model in COMSOL. First, the arch is buckled so that it comes into contact with the rigid pin. A
light induced strain gradient is applied to the arch and a path of equilibrium solutions is traced. Key
equilibrium configurations (Fig. 3a,b) are numbered (1)-(6). Configuration (1) of the strip approximates the
second Euler buckling mode shape, but with the pin offset downward (the top of the pin is non-collinear
with the clamps) the strip is in stable equilibrium (Figure 3a,c). The pins were offset in a similar manner in
all subsequent simulations. For this particular simulation, the right hand side of the arch was biased
downward during buckling in order to begin the cycle with configuration (1). Next, the left hand side of the
structure is irradiated (i.e., the expected contractile photostrain gradient is simulated) with increasing light
intensity, tracing out a path of stable equilibria from (1) to (2). When the left side of the arch, which is
concave down, is irradiated from above with growing intensity, the effect is to produce an increasingly
concave up intrinsic curvature (via the photo induced strain gradient) such that the arch begins to flatten,
then turn upward, and ultimately reach a point of instability.
Indeed, a turning or limit point occurs at (2) indicating a transition from stable to unstable equilibria. In
the physical system a rapid, dynamic jump is expected to occur from (2) to another stable equilibrium point
at (3) (see Fig. S1 for a supporting dynamic simulation result). The material is assumed to be completely
elastic (i.e. no photofixing or strain persistence is considered) so, as the light intensity is decreased from
(3) to (4) the material strip returns to a configuration near the second Euler buckling mode shape (only now
with the left hand side buckled downward).
To return to the original buckled configuration at (1), the right hand side of (4) is irradiated. Again a
path of stable equilibria (Fig. 3b) is traced out from (4) to (5). The same material point that was used in Fig.
3a is used for the normalized displacement in Fig. 3b, however the irradiated region is switched to the
opposite side of the structure. Another limit point is encountered at (5) and a dynamic release of elastic
energy is expected to occur as the system rapidly transitions from (5) to (6). Finally, as light intensity is
reduced the system is restored to the original buckled state at (1). The ability to toggle the actuator between
the laterally bifurcated states using irradiation from the same side is a characteristic of value to the design
of light-actuated mechanisms that harness the impulse from the snap-through for functional manipulation.
Figure 3. (a) Equilibrium solution paths for the constrained arch showing the first half of the irradiation cycle. Solid
and dashed lines signify stable and unstable equilibria, respectively. (b) Equilibrium solution paths for the constrained
arch during the second half of the irradiation cycle, which returns the arch to its original configuration. The thin gray
lines show the equilibrium solutions obtained in the first plot. (c) Evolution of the constrained arch configurations for
steps (1)-(6). Actual simulated shapes are shown. Note, the small black upward arrow in part (c), configuration (1)
indicates the material point whose normalized vertical displacement (𝑢2 ⁄𝐿𝑜 ) is plotted in both (a) and (b). A
normalized intrinsic curvature measure (𝑏𝑑 2 𝐿𝑜 𝛽𝐼𝑜 ⁄𝐼𝑧𝑧 ) is plotted on the horizontal axis where 𝑏 is the width of the
material strip and 𝐼𝑧𝑧 = 𝑏ℎ3 ⁄12 is the area moment of inertia of the strip cross section about the neutral axis [43].
3.1.2 Tuning Arch Parameters
One appealing aspect of a constrained arch is the ability to tune system behavior using parameters such as
the laser focus point, pin position, or end displacement (Fig. 4a). This tuning allows for versatile system
design of stroke length, center point rotation, critical light intensity required for actuation, and the
emergence and control of multistability. Examples of simulated system behavior for various parameter
values are given in Figure 4b-e. Figure 4b shows how end displacement effects stroke length (maximum
lateral displacement of the arch) and rotational travel of a vector normal to the strip at its center point. The
structure can readily be tuned to have maximum linear stroke lengths of approximately 2-12% of the
original length of the material strip and rotations of 5-60 degree. Rotational travel is a new feature that
appears with the implementation of lateral constraints and is of interest in applications such as light beam
steering and for translation of linear motion to rotational motion through ratcheting mechanisms. Of course,
as the end displacement increases so does the critical photostrain required for snap-through, similar to a
single arch design (Fig. S2) [42].
Figure 4c demonstrates how horizontal positioning of the pin can be used to generate asymmetric device
operation, in this case, asymmetric stroke length. The critical photostrain required to switch states also
becomes asymmetric. Irradiating the short side (left side, Fig. 4c inset) to initiate snap-through requires
more photo induced strain than irradiating the long side. A feature of this design motif is that a single
actuator can operate at two different stroke lengths and have the potential to hold static position under two
different maximum force levels. The critical strain and rotational travel can also be tuned by varying the
vertical pin displacement (Fig. 4d). The lowest pin positions also change the qualitative nature of the snap
from primarily vertical motion to more of a horizontal shifting of the arch’s minimum position
(characterized by low rotational travel), a motion that might be useful for mass transport (cf. Fig. 4a, lower
left schematic).
Characteristics of the irradiating light, including focus point position and light beam width have a
significant influence on constrained arch operation (Fig. 4e). The distance between the left end of the arch
and the pin is given by 𝑝𝑥 . The critical photostrain required for snap through (left-side up to left-side down)
was plotted as a function of the fraction of the region between the pin and clamp covered by the laser beam
(𝑋𝑤 ⁄𝑝𝑥 ), where 𝑋𝑤 is the width of the laser beam. The critical photostrain is minimized for light beam
coverage around 55% of the distance between the clamp and the pin, where strains of about 1% on the
irradiated surface are required for snap-through. Critical strain remains relatively low (< 2%) until the light
beam width shrinks below 𝑋𝑤 ⁄𝑝𝑥 ≈ 0.15.
Perhaps of greater interest is the changing character of the snap-through as the focus point of the light is
changed (Fig. 4e, triangles). In this case, the light width was fixed at 𝑋𝑤 ⁄𝑝𝑥 = 0.108 which is the value
used in the experimental demonstrations. The critical photostrain has a minimum near 𝑋𝑓 ⁄𝑝𝑥 = 0.54
(nearly centered between the pin and clamp) and a maximum near 𝑋𝑓 ⁄𝑝𝑥 = 0.76. However, below
𝑋𝑓 ⁄𝑝𝑥 = 0.44 a third stable state manifests itself. Arches irradiated in this range lose contact with the pin
and take the conformation of a single arch buckled upward. This finding is particularly interesting because
all three stable states (left-side down, left-side up, and total strip up) can be attained reversibly by irradiating
the arch from above by simply changing the focus point of the light. The predicted multistability of these
arches are now explored briefly in the next section.
Figure 4. (a) Constrained arch behavior can be tuned through a variety of parameters including pin position, end
displacement, and focus point or width of the irradiating light beam. (b) End displacement affects the stroke length
(squares) of the arch and the rotational travel of the normal vector at the center of the material strip (circles). Here
the pin is perfectly centered between the two end points of the strip. The maximum lateral displacement of the arch
from the initial buckled state to the snapped through state is represented by 𝑣𝑆𝐿 . (c) Maximum stroke length of the
arch on the left and right side of the pin as a function of horizontal pin position. As the pin position is shifted to the
left, the right-side stroke length increases (triangles), while the left-side stroke length decreases (diamonds). (d)
Critical photostrain (diamonds) and rotational travel (circles) is plotted as a function of the normalized vertical pin
position (cf. Fig. 2a). The pin was fixed at the horizontal midpoint of the arch. (e) Critical photostrain is plotted as a
function of the normalized width of the light beam (𝑋𝑤 ⁄𝑝𝑥 , circles; 𝑋𝑓 ⁄𝑝𝑥 fixed at 0.505 ) and as a function of the
normalized focus point of the light beam (𝑋𝑓 ⁄𝑝𝑥 , triangles; 𝑋𝑤 ⁄𝑝𝑥 fixed at 0.108).The pin is once again centered.
End displacement 𝐿⁄𝐿𝑜 = 0.99 was used for each simulation in (c), (d), and (e). All results were generated with a
stationary model in COMSOL.
3.1.3 Multistability through Constraints
Rigid, lateral point constraints enable the design of
photomechanical actuators that can be reversibly
switched to multiple stable states. In the cases
considered here (Fig. 5a-d) the number of states
attained is always 𝑁 + 2, where 𝑁 is the number of
rigid constraints. Further, each of the states can be
accessed, in principle, by irradiating the arch from
above by judicious placement of the light beam
focus point. For example, in the two pin case (Fig.
5b) the two downward positions (solid black and
dashed black lines) can be toggled by alternately
shining light in positions (1) and (2). To reach the
upward-left (black dash-dot line) configuration the
solid black arch must be irradiated at position (3).
Irradiation at (3) produces a concave up curvature
that makes a buckled up configuration more
favorable and also induces an asymmetry that pulls
the arch to the upward-left position. Likewise, to Figure 5. Demonstration of attainable stable states for a
reach the upward-right configuration (gray dash- variety of rigid pin placements: (a) 1 pin, 3 states (b) 2
dot line) the black dashed arch must be irradiated at pins, 4 states (c) 3 pins, 5 states (d) 4 pins, 6 states. Note,
position (4). To restore contact with the lower pin, all contacting surfaces of the pins are non-collinear with
the clamps. All states were simulated in LS-DYNA.
the black dash-dot configuration can be irradiated
at position (1) or the gray dash-dot configuration can be irradiated at (2). These kinds of unimorphic,
multistable compliant mechanisms should be simple to construct and control. The realization of multiple
stable positions holds promise for complex actuation applications, mechanical logic/memory, and to
harvest and harness energy from ambient sources. In addition, it is also possible to combine discrete and
continuous constraints (Fig. S3) to expand functionality to areas such as mass transport. Exploration of
multistable mechanisms made from different responsive materials with a variety of discrete, rigid lateral
constraint configurations, should be the subject of future investigation.
3.2. Photomechanical demonstration with a single constraint
To demonstrate the left-right coupled snap behavior of photomechanical, constrained arches, rectangular
azoPI strips (𝐿𝑜 = 56mm, 𝑏 = 1mm, ℎ = 15𝜇m) were cut from a bulk sheet. Each strip was clamped at
both ends and compressed until the desired arch width to original length ratio (𝐿⁄𝐿𝑜 ) was obtained. In the
representative case shown in Figure 6a, the arch starts with the left side up and the right side down (lower
right corner). The sequence of irradiation and snap-through is analogous to the simulated results in Figure
3. Note that the pin is located with the top surface collinear with the clamps. As a result of this location, the
strip starts out very near the second Euler buckling mode, which should be unstable. However, in all
experiments the buckled strip remains in contact with the pin and never evolves into a first mode shape,
buckled upward. During handling the thin strips exhibit what appears to be electrostatic attraction to
surrounding surfaces and likely the same driving force secures the strip to the pin.
Figure 6. (a) Experimental demonstration of a complete actuation cycle using unidirectional irradiation (𝐿⁄𝐿𝑜 =
0.975, pin located 200𝜇m below reference state). Dashed lines were overlaid on the arch to aid visualization. (b)
Curvature vs. time plot for 𝐿⁄𝐿𝑜 = 0.99 with the top of the pin collinear with the two clamped ends. The quasistatic
approach to instability is shown followed by snap-through at 80 seconds. (c) Curvature vs. time plot for 𝐿⁄𝐿𝑜 = 0.96
with the top of the pin collinear with the two clamped ends.
Working around Figure 6a in a counter clockwise fashion (starting in the lower right corner), the center
of the left side of the strip is irradiated with 375nm light, which leads to an increase in stored elastic energy.
At the point of elastic instability, the arch undergoes ultrafast actuation or snap-through (~10ms duration),
such that the left-side transitions to the “down” state and the right side to the “up” state, simultaneously.
During the relaxation stage the sample is irradiated with visible light (>500nm) in order to drive residual
cis isomers back to the trans state and relieve the photo induced strain. A feature of this material system
that was not captured in the simulations (for simplicity), is the kinetics of both the azobenzene photo
reaction and the relaxation dynamics of the material after snap-through. The right side of the arch is then
irradiated with the 375nm source, leading again to snap-buckling. Relaxation with visible light returns the
arch to its original configuration. After a few cycles (~5) the snap-buckling effect on at least one side often
ceases. However, the arch still transitions to both states with half of the cycle resulting in snap-through and
the other half of the cycle exhibiting a slower transition. The complex history of photokinetics and polymer
relaxation dynamics during cycling likely leads to residual strains that are not completely resolved by
irradiating with visible light. To completely reset the material, it may need to be thermally processed.
The change in curvature during irradiation is shown for two representative cases in Figure 6b and c.
Some samples experience one or more intermediate small jumps in curvature before a final snap through
(as seen at approximately 340 seconds in Figure 6c). These intermediate jumps could be a frictional stickslip effect from the pin, from defects in the strips, or possibly jumps into quasi-stable mode shapes.
The behavior of constrained and non-constrained arches is compared in Figure 7. The latency time (𝑇𝑐𝑟 )
or time to trigger snap-through was recorded for different light positions and end-displacement ratios. In
cases where there was more than one jump, the time of the final jump was assigned as 𝑇𝑐𝑟 . In both the
constrained and non-constrained cases, 𝑇𝑐𝑟 increases as the arch is buckled more severely (𝐿⁄𝐿𝑜 decreases).
As expected, the unconstrained arch exhibited
symmetric behavior for light focused on the left and
right sides of the arch midpoint (triangles and
circles in Fig. 7a) with the greatest latency times
occurring for light focused directly in the middle of
the arch (squares). Stationary simulations of a nonconstrained arch using COMSOL matched the
qualitative behavior of these experiments relatively
well, especially for positions B and C. The
stationary model also matched previous nonconstrained photomechanical arch modeling efforts
well [42,43], along with experimental results of
other materials systems currently under
development.
For the constrained arch, the reflection
symmetry of the standard arch is broken (Fig. 7b).
In this case, the left-hand side of the constrained
arch was initially buckled up and the light was
focused in three different locations between the
left-hand clamp and the pin. As a function of end
displacement ratio, 𝑇𝑐𝑟 has negative slope for the
light focused at positions A and B. However, this
slope becomes positive for the light position C
(decreasing 𝑇𝑐𝑟 with increasing end displacement).
The reduced 𝑇𝑐𝑟 at position C likely occurs in part
because of its proximity to an inflection point where Figure 7. Latency time (𝑇 ) for triggering snap-through at
𝑐𝑟
the flattening curvature facilitates the transition to different light focus positions (A, B, C) as a function of the
end displacement ratios for (a) a non-constrained arch
snap-through.
In the experimental system (Fig. 7b) we see that with 𝐿𝑜 = 25mm, a width of 1mm and a thickness of 15𝜇m,
and (b) a typical constrained arch.
end displacement and light position can be used to
tune the latency times (or critical strain). The order of latency times follow the trend (𝑇𝑐𝑟 (C) < 𝑇𝑐𝑟 (A) <
𝑇𝑐𝑟 (B)) for larger end displacements. For end displacement, 𝐿⁄𝐿𝑜 = 0.99, the latency times follow (𝑇𝑐𝑟 (A)
< 𝑇𝑐𝑟 (B) < 𝑇𝑐𝑟 (C)), which is the same trend seen in simulations for all end displacements (Fig. S2). Another
parameter that is easily adjusted is the pin height. Specific trends in 𝑇𝑐𝑟 as a function of end displacement,
when the pin was raised vertically by 200um or lowered by 200um, were ambiguous. However, when the
pin was raised, all critical times were relatively short (<110s), while lowering the pin resulted in critical
times over 100s with many around 400s and a maximum of 1000s. In contrast to the experiments,
simulations indicate that lowering the pin should have relatively little effect on the critical time (strain) until
the pin is lowered more than 2 pin diameters (approximately 1400um in this case).
In general, many of the trends observed in experiments deviated from those observed in
simulations. For example, the simulations predict that light focused near the clamped end can cause the
material to lose contact with the pin and transition to an upward buckled, first mode shape. In the
experiments, light focused closer to the clamp than position C usually results in no snap-through transition,
and the strip maintains contact with the pin throughout irradiation. The absence of the upward buckled state
in experiments is likely due to an attractive force between the pin and the azoPI strip (e.g. electrostatic
attraction) as mentioned earlier. Indeed, even when the top of the pin is positioned 200um above the level
of the clamps, the arch does not evolve into the standard first mode shape for a clamped-clamped beam,
buckled upward. The fact that the system is stable in this configuration supports the claim that there is some
small attractive force between the pin and the azoPI strip. Further, in the simulations it is observed that
sliding of the arch along the pin reduces some of the induced strain and prevents the build up of sharp
curvature regions like those observed in experiment. The ability or inability for the strip to slide along the
pin or lose contact seems be a significant factor in constrained arch behavior. Additional experiments should
be performed in the future with responsive material systems at scales in which this attractive force can be
neglected in order to more fully correlate simulation and experiment.
4. Conclusion
Bi- and multistable arches constructed from responsive, slender elastic members with rigid lateral
constraints represent a notable class of compliant mechanisms. In particular, these arches have the potential
to be driven by light or other external stimuli and present a multitude of options for fine tuning system
behavior through variations in stimuli and constraint characteristics. These arches are also intriguing
because the nature of the motion is diversified from that of a standard single clamped-clamped arch. For
example, snap-through due to irradiation on one side of an arch with a single constraint automatically leads
to snap-through on the un-irradiated side as well. Because the arches in this work can be controlled solely
with stimuli from above they may be useful as oscillating actuators or energy harvesters driven by thermal
or chemical stimuli gradients. Further, their predicted response combines multistability with motions that
feature discrete vertical, horizontal, and rotational characteristics. While the design motif in the present
work features interesting qualitative mechanical behavior, the material system employed requires a lengthy
relaxation process to reset the material with visible light or heat. Future work should focus on the
development of materials that feature significant mechanical response and that relax quickly when the
stimulus is removed [50,51]. Further, to increase actuation efficiency, parameters such as the focus point
and width of the irradiation should be tailored to minimize the critical photostrain required for device
operation. It should also be noted that the addition of an external constraint does add complexity to any
future design concept. However, modular units could be devised such that constraints are incorporated into
the support frame containing the clamps. Finally, conditions at the pin such as normal and frictional forces
seem to significantly affect the azoPI arch behavior. Future work should explore these frictional effects, as
well as, material systems and scales that minimize or harness them. The bi- and multistable arches presented
here are ripe for further innovation and have the potential to impact energy harvesting, sensing, wireless
actuation, and soft robotics applications.
Acknowledgements
The authors gratefully acknowledge support from the Materials and Manufacturing Directorate at the Air
Force Research Laboratory and the Air Force Office of Scientific Research. JG and MRS also acknowledge
support from the Office of Naval Research (N00014-18-1-2856) and the National Science Foundation
(1635966).
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