HyeongJu
Lee‡
a,
Mithun K.
Dey‡
b,
Kathiresan
Karunakaran
a,
Catalin R.
Picu
*b and
Ioannis
Chasiotis
*a
aAerospace Engineering, The Grainger College of Engineering, University of Illinois at Urbana-Champaign, Urbana, IL, USA. E-mail: chasioti@illinois.edu
bMechanical, Aerospace and Nuclear Engineering, Rensselaer Polytechnic Institute, Troy, NY, USA
First published on 5th February 2025
An integrated experimental-computational methodology was developed to study the mechanical behavior of random polymer nanofiber networks with controlled network structural parameters. Random nanofiber networks, comprised of continuous polyethylene oxide (PEO) nanofibers with ∼250 nm diameter and controlled mean fiber segment length, were designed with a computer algorithm and printed via near-field electrospinning. The structure of the same networks served as input to a computational model to obtain predictions of the macroscopic mechanical response. This methodology provides consistency in fabricating, testing and simulating nominally identical random fiber networks. Specimens with 500 to 5000 nanofibers were subjected to uniaxial tension and compared to modeling predictions for the network mechanical behavior. The predictions by the computational model, with inputs from the experimental network structure, the measured single PEO nanofiber properties, and the fiber crimp parameter, agreed with the experimental results both quantitatively and with respect to the dependence of the measured quantities on the network parameters. The network stiffness and strength followed a power-law scaling with the network density, with exponents 2.78 ± 0.15 and 1.59 ± 0.04, respectively, while the network stretch at failure gradually decreased with increasing network fiber density. Finally, the experimentally determined network toughness demonstrated a rather weak power-law dependence on the network fiber density (exponent of 1.18 ± 0.12).
On the other hand, several computational studies have explored the effect of network parameters on the effective and local mechanical behavior.15–20 These studies led to a general understanding of structure–property relationships.21 The small strain stiffness, E0, and the fiber density (defined as the total length of fibers per unit volume in 3D, or area in 2D) are related through a power law, E0 ∼ ρx, where the exponent depends on the type of network and assumes larger values in 2D than in 3D networks.22–25 If the network is sufficiently dense and densely cross-linked to deform approximately affinely, E0 is proportional to ρ, i.e. x = 1.26 The ultimate tensile strength (UTS) of the network is proportional to the density, UTS ∼ ρ, as established by modeling19,27,28 and confirmed experimentally for certain networks.29,30 Beyond the peak stress, networks may fail either in a brittle manner by propagation of a major crack, or may exhibit gradual failure due to accumulation of diffuse damage that does not coalesce to form a major crack. This second mechanism leads to a large toughness. In these cases, the toughness has been computed to be proportional to UTS.31 This proportionality does not apply to the more brittle regime where failure is caused by the unstable propagation of a dominant crack and diffuse damage contributes less to the overall energy dissipation. In general, if fibers are weaker than the crosslinks and fail first, the network rupture is brittle and toughness is low, while if crosslinks fail before the fibers, the network rupture is more ductile, and the toughness is large.
If the fiber and the crosslink strength are described by distributions and vary across a given network, the network strength is lower than in the case where all fibers or crosslinks have the same strength and are equal in value to the mean of the respective distribution.22,32 This result is relevant to post-fabrication treatments, such as crosslinking and annealing of a network,33–36 that have been effective in changing the network structural parameters and hence its mechanical response.
Contrary to the aforementioned wealth of information derived from computational studies, a quantitative experimental evaluation of structure–property relationships in nanofiber networks is lacking due to challenges in determining the network structure which, in turn, prohibits an accurate evaluation of the network parameters. While recent advances in network graph theory37 may provide a means to quantify the network structural parameters, collection and processing of statistical (imaging) data from large network areas remains a challenge especially for polymeric nanofibers that are susceptible to electron microscopy imaging damage. In order to facilitate a direct comparison between modelling predictions and experimental data, it is important to control nanofiber positioning during network fabrication. Conventional electrospinning has been widely used to generate stochastic networks, but this method does not provide control of the network structure due to the associated polymer solution jet instabilities.38,39 The need for precise nanofiber positioning can be addressed by near-field electrospinning40–43 that operates at reduced nozzle to collector distances (<1 mm) and applied voltages (<1000 V) compared to conventional electrospinning. These conditions prevent the onset of spinning and bending instabilities of the jet and allow for spatially accurate nanofiber positioning to construct networks with controlled structural parameters.
In this research, an integrated experimental and computational methodology was developed to investigate the mechanical behavior of polymer nanofiber networks with emphasis on the synthesis and testing of networks with controlled structural parameters. This experimental methodology enables developing computational models that reproduce the exact structure of a physical network, which, in turn, could be used to infer network properties that are beyond what could be determined experimentally. A near-field electrospinning system was built to print networks of polymer nanofibers and determine, both experimentally and computationally, the effect of network density on the network stiffness, strength, ductility and toughness.
A systematic parametric study (ESI†) was conducted to determine the near-field electrospinning parameters that result in continuous and straight PEO nanofibers with ∼250 nm diameter and limited adhesion to the Si-wafer collector for easy removal and mechanical testing of the network. A collector speed of 31 mm s−1 was selected to lay straight PEO nanofibers, Fig. S1 (ESI†). An optimal set of values for the rest of the near-field electrospinning parameters included an applied voltage of 800 V, a needle-to-collector distance of 0.5 mm, and a PEO solution concentration of 10 wt%. These conditions also allowed for sufficient solvent evaporation during electrospinning, which reduced the adhesion of PEO fibers to the collector and facilitated the successful lift-off of the printed nanofiber networks from the collector.
The network structure was generated in Python using an algorithm that placed straight fibers with their ends at the boundaries of a 16 mm × 8 mm rectangular frame. The end points of each fiber were selected at random on this rectangular frame. To avoid bridging fibers that would directly connect the loading grips and dominate the mechanical behavior of the entire network, the fiber angle was allowed to vary in the range of 20°–80° with respect to the uniaxial loading direction. The fiber end coordinates were provided to a home-built apparatus that controlled the movement of the near-field electrospinning print head. This approach allowed printing many copies of the same networks with 500, 1000, 3000 and 5000 nanofibers, e.g. inset in Fig. 1(b). The network densities corresponding to these fiber numbers were 28 mm−1, 56 mm−1, 169 mm−1 and 281 mm−1, respectively. This network synthesis method also allows for repetition of mechanical experiments with nominally the same networks (i.e. networks with different microstructure but the same structural parameters).
The printed networks were lifted off from the collector surface with the aid of a rectangular polydimethylsiloxane (PDMS) window of 8 mm × 4 mm (outside window frame dimensions 20 mm × 10 mm) fabricated by using a Sylgard 184 silicone elastomer. The nanofibers adhered to the PDMS window frame to form freestanding network specimens with dimensions of 8 mm × 4 mm. This network specimen size was determined by the largest possible field of view provided by the available, aberration corrected, optical microscope objective that was used during mechanical testing. The network specimen size was also evaluated for finite-size effects. A very large network size compared to the mean fiber segment length is required to reduce finite specimen size effects. This condition was evaluated for our networks by using existing literature on random fiber network size effects.45,46 Using the results in ref. 45 it was determined that the PEO nanofiber networks tested in this study were sufficiently large compared to the mean fiber segment length, and therefore finite-size effects are expected to be rather small.
After lift-off the printed networks were annealed in an oven for 10 min at 60 °C. This temperature was chosen to promote bonding (cross-linking) between nanofibers because it is slightly below the melting point of PEO (65 °C), and also assist with the evaporation of residual solvent (water). After mounting a PDMS window frame with the PEO nanofiber network onto the mechanical testing apparatus, Fig. 1(b), the PDMS frame edges that were parallel to the loading direction were cut and separated from the network by locally dissolving the PEO nanofibers with de-ionized (DI) water. During network stretching, the mechanical testing apparatus, Fig. 1(b), was designed to maintain the test specimen in the field of view of an upright optical microscope with a 2.5× objective lens, which was used to capture images of the fiber network during tensile testing. Additionally, a horizontal optical microscope equipped with a 1.4× objective lens was used to record the motion of the specimen grips during testing. A random speckle pattern, consisting of circular speckles with a diameter of 0.2 mm (Speckle Generator, Correlated Solutions, Inc.), was applied to the sides of the specimen grips. The rigid-body displacement of the grips was determined via Digital Image Correlation (DIC) (VIC-2D, Correlated Solutions, Inc.), from which the macroscopic stretch ratio of a fiber network was calculated. The applied force was measured with a high resolution loadcell (Futek LPM 200) with 100 mN force capacity and 0.01 mN resolution.
The mechanical properties of individual PEO fibers, serving as input to the computational model, were obtained through uniaxial tension tests using a MEMS-based method.9,10 A recent modification of this method using real-time edge detection instead of DIC, was implemented to measure the force and the stretch ratio of individual PEO nanofibers.47,48 The diameter of the individual nanofibers was determined from images obtained via scanning electron microscopy (SEM), as described in ref. 11. Prior to mechanical testing, high-resolution images of the nanofiber networks were obtained using a scanning laser confocal microscope (Keyence VK-X1000) equipped with a 5× objective lens. Stitched images with a resolution of 3652 × 2080 pixels provided detailed visualization of the network structure. A Hitachi S-4800 high-resolution SEM was used to determine the nanofiber diameter distribution. The fibers were sputter-coated with Au–Pd to prevent charging and damage during SEM imaging that was conducted with a low accelerating voltage of 2 kV to minimize beam-induced damage and heating effects that would alter the fiber morphology. A ThermoFisher Axia ChemiSEM in low vacuum mode was used to measure the mean fiber segment length (lc), which is the average distance between two adjacent crosslinks along a given fiber.
Meshing resulted in 200000 to 7
500
000 elements for networks ranging between ρ = 28 mm−1 (500 fibers) to 281 mm−1 (5000 fibers). All fibers in the model were considered to have the same diameter, which was determined as described in Section 2.1. Due to thermal annealing, the fiber crosslinks were considered of ‘weld’ type, i.e. the crosslinks allowed transmitting forces and moments between fibers and along each fiber. Electron microscopy observations confirmed fiber fusion at contacts after thermal annealing, as shown in Fig. 2(a). Moreover, some degree of fiber crimping was observed after lift-off. Fiber crimping could arise from pre-strain or fiber undulations50 during network printing or from external factors such as thermal excitations.51 In this study, crimping was introduced during network lift-off. All PEO fibers were laid straight on the Si-wafer by controlling the collector speed during near-field electrospinning (Fig. 2(b)). However, the network had to be gradually lifted off (peeled) the Si-wafer, causing crimping due to relative fiber movement. Subsequent thermal annealing at 60 °C created permanent cross-links between fibers but did not change the crimping. The crimp parameter (ratio between the end-to-end length and the contour length of each fiber segment) was measured in the physical samples. In the model, all fibers were given a uniform crimp parameter value equal to the mean of the experimental crimp distribution.
The boundary conditions applied to the computational model represented the experimental setup: the model edges attached to the rigid grips were subjected to displacements in the loading direction, while preventing the displacement of these boundary nodes in the direction orthogonal to loading. The edges parallel to the loading direction were traction-free. Finally, in order to account for lateral contraction taking place after releasing the network from the lateral supports in the PDMS window frame, the undeformed network model shape was modified by the amount of hourglassing measured in the annealed specimens.
The fiber mechanical behavior was defined by stress-stretch curves (Fig. 3) obtained from tests on individual PEO nanofibers. These tests also provided elastic-plastic material data and the individual fiber strength, which were used to define fiber damage (maximum stress sustained by individual fibers) in the computational model, and thus model damage initiation and evolution in the network. Experimental observations confirmed that damage proceeded by fiber failure rather than by crosslink rupture, as shown in Fig. 2(c and d).
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Fig. 3 Tensile behaviour of individual PEO nanofibers and derived properties (table). Inset: SEM image of a PEO nanofiber section. The scale bar corresponds to 500 nm. |
The fully non-linear (both material nonlinearity and geometric nonlinearities, i.e. large rotations and deformations, were accounted for) and quasistatic simulations were performed with Abaqus Explicit (version 2022). Abaqus Explicit utilizes a central difference-based forward time marching algorithm and for nonlinear formulation it uses explicit dynamic integration methods. To ensure quasistatic conditions, inertia forces were minimized by artificially keeping the material density low and by introducing alpha damping with values in the range 0.01–0.1. Artificial mass scaling of short elements was used to improve the computational efficiency (for high density networks) while ensuring inertia forces are negligible. A variable mass scaling factor in the range of 10−6–10−8 was used, as short element lengths vary among different networks. The damping and mass scaling parameters were chosen to ensure that the kinetic energy remained a small fraction (<5%) of the total energy.49 Enforcing this condition is relatively easy up to the peak force but becomes gradually more challenging in the post peak regime due to rapid damage accumulation.
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Number of fibers | Fiber density [mm−1] | Fiber crimp |
---|---|---|
500 | 28 | 1.13 ± 0.08 |
1000 | 56 | 1.13 ± 0.05 |
3000 | 169 | 1.10 ± 0.04 |
5000 | 281 | 1.08 ± 0.03 |
A smaller albeit systematic difference was registered between the experimental and computational results. This difference is attributed to the fiber crimp which in the computational model was accounted only as the average value and not the distribution. Fiber crimping can significantly affect the mechanical behavior of nanofiber networks.54,55 The crimp parameter, c, serves as a measure of the fiber waviness, and is defined as the ratio of the actual contour length of each fiber segment to the end-to-end fiber length, Fig. 4(g). A value of c = 1 corresponds to a completely straight fiber, while values much greater than 1 indicate a high degree of waviness. The crimp parameter was calculated using ImageJ software and images obtained via scanning laser confocal microscopy, as illustrated in Fig. 4(g). The crimp values for the four network types are summarized in Table 1.
Fig. 4(h) provides a computational evaluation of the effect of fiber crimp on the mechanical behavior of the network with the largest crimp parameter (ρ = 28 mm−1). At the early stages of mechanical loading, the crimped fibers must be straightened before they can transmit forces. Once the crimps are removed from a significant number of fibers, the network begins to respond to the applied load, and the simulation results are in general agreement with the experiment. The differences in the initial response (before the onset of failure) between the experimental and the modelling curves in Fig. 4(h) are attributed to the way the fiber crimp was described in the computational model: while the fiber crimps in the physical networks followed a distribution of c values, all fibers in the computational model were assigned the mean value of the crimp parameter distribution. On the other hand, simulated networks with and without crimps exhibited a similar mechanical response after the onset of the force response (Fig. 4(h)). Therefore, henceforth the crimp straightening regime is disregarded, and all effective force vs. stretch ratio curves are presented with the origin shifted to the onset of the high-stiffness regime.
The small strain stiffness of the networks followed a power-law relationship with density, E0 ∼ ρx, with x = 2.78 ± 0.15, Fig. 5(c). This scaling captured the network stiffness vs. density response dependence in both the experiments and the simulations. The non-linear dependence of the stiffness on density is expected for non-affine networks, however, the exponent, x, obtained here is smaller than the values discussed in the literature for Mikado models where x has been reported to take values as large as 623 and 8.22 An exponent x = 2 is typical for 3D cellular networks.56 Such large exponents are obtained from networks defined in 2D and confined to deform in 2D. The present network is defined in 2D, but it is free to deform in 3D. On the other hand, a linear relationship between the ultimate tensile strength (UTS) and network density has been predicted in the past for stochastic 3D networks19 and is expected based on mean field considerations. In the mean field sense, the area corresponding to a fiber is lc2. Therefore, an arbitrary fiber is loaded by a force proportional to the product of the far-field stress and lc. Specifically, the mean field model states that the UTS is proportional to the fiber strength, fc, and inversely proportional to lc in 2D: UTS ∼ fc/lc or equivalently ρfc. In this study, the UTS of the network followed a power-law relationship, UTS ∼ ρx, x = 1.59 ± 0.04, as shown in Fig. 5(d). The deviation of this relationship from linearity could be attributed to structural effects within the network that are not fully captured by models. In the actual printed networks, the fiber orientation and network heterogeneity could lead to uneven load distributions that reduce the effective contribution of all fibers to the overall network strength. Beyond the peak force, the effective force decreased continuously due to diffuse damage, where individual fibers failed gradually rather than catastrophically. Gradual failure enabled the network to sustain loading for large stretches beyond the peak stress (Fig. 5(a and b)). As shown in Fig. 5(e), the stretch ratio at failure decreased with increasing network density because denser networks, while stronger, are more constrained and less capable of accommodating large deformations. The network toughness, which provides a measure of the total energy absorbed prior to failure, was computed by integration of the experimental curves (the computational results could not be used for this purpose because numerical instabilities precluded, in some cases, extending the curves significantly beyond the peak stress to full network failure).
Finally, the network toughness scaled with the fiber density following a rather weak power law, T ∼ ρx, with a fitted exponent of x = 1.18 ± 0.12 as shown in Fig. 5(f). The toughness vs. UTS also demonstrated weak power-law scaling with UTS, as shown in Fig. 5(g). Prior studies of 3D networks predicted that the toughness is roughly proportional to the network strength.31 This power-law behavior could be explained by the combined effects of increased load-bearing capacity and enhanced energy dissipation in denser networks. Higher fiber densities provide more pathways for load redistribution, thus delaying catastrophic failure and allowing the network to dissipate more energy. However, the trade-off is a reduction in stretch ratio at failure, as the network becomes stiffer and less deformable. This interplay between strength, toughness, and stretch at failure highlights the critical role of fiber density in governing the mechanical response of random fiber networks.
Footnotes |
† Electronic supplementary information (ESI) available. See DOI: https://doi.org/10.1039/d4sm01288g |
‡ H. L. and M. K. D. contributed equally to this manuscript. |
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