In this section, we first validate the theoretical model against the finite element method (FEM) results and then quantitatively analyze the strain evolution during peeling. For the purpose of validating the theoretical model and conducting the parametric analysis, a set of material and geometric parameters is adopted. The film length is taken as
, the film thickness as
, Young’s modulus as
, and interfacial adhesion energy as
. The baseline parameters are adopted from Peng [
35].
and
represent polyimide (PI), a common flexible substrate.
is typical for the PI–silicon interface [
36].
is sufficient to ensure steady-state peeling.
3.1. Validation with Finite Element Method (FEM)
A peeling model is established in the commercial FEM software ABAQUS 2022. As shown in
Figure 2, a thin film is mounted on a substrate fixed at the bottom. The interfacial interaction is described by a cohesive zone model (CZM) with a bilinear traction–separation law in which the cohesive element follows an explicit traction–separation law. Although various forms of CZM exist [
18], previous studies indicate that the key parameters governing interfacial debonding are the interfacial strength
Tc and the adhesion energy
, while the specific shape of the curve has a negligible effect [
37]. Accordingly, a bilinear traction–separation law is adopted for simplicity. The interfacial strength and adhesion energy are set to
and
, respectively, consistent with the theoretical model. The FEM model follows the standard approach for ABAQUS-based peeling simulations [
38,
39]. The film is meshed with CPE4R elements, a 4-node bilinear plane strain element with reduced integration. The plane strain formulation is appropriate because the film is wide relative to its thickness, constraining deformation along the width direction. Reduced integration with hourglass control alleviates shear locking, which is critical for the bending-dominated deformation during peeling. The interface is meshed with COH2D4 elements, a 4-node cohesive element designed in ABAQUS for the cohesive zone model framework. This element directly computes the normal and shear relative displacements across the interface, enabling accurate evaluation of the traction–separation relationship that governs adhesive failure. The substrate bottom is fully fixed, and a displacement-controlled load is applied at the film right edge. The model is solved using the static/general solver with geometric nonlinearity enabled. Geometric parameters follow
Figure 1 and are consistent with
Section 2.
For convenience, the dimensionless peeling height
and dimensionless peeling force
are introduced. Specifically,
is the dimensionless vertical position at the right edge of the film, and
is the peeling force
F normalized by the interfacial adhesion energy
.
Figure 3a shows
as a function of
for peeling angles
, 90°, and 120°. The present results are in excellent agreement with the FEM simulations for all three peeling angles, confirming the validity of the theoretical model. For
and 120°, the peeling force exhibits three stages (initial stage, transition stage and steady-state stage) [
40,
41], depending on the peeling angle. The peeling force first increases to a maximum
during the initial stage and then decreases gradually during the transition stage before attaining a constant value, called the steady-state peeling force
, at the steady-state stage. For
, however, the peeling force increases monotonically with the peeling displacement during the initial stage until it reaches a constant value
. In this case,
. For all angles,
is consistent with the classical Kendall model, i.e.,
[
16].
Figure 3b shows the thin film profiles at the steady-state stage for each peeling angle, plotted as vertical position
y versus horizontal position
x. The selected peeling heights
(
), 0.52 (
), and 0.5 (
) correspond to the stage at which approximately half of the film has been peeled off and the peeling process has reached steady state. At this stage, the peeling force has reached its plateau, and the rotation angle at the right end of the film satisfies
. The theoretical predictions also agree well with FEM results. A small discrepancy appears near
x = 0 (marked by a circle), where the theoretical model yields a non-zero rotation angle while the FEM model gives zero. This discrepancy arises because the energy-variational framework imposes a homogeneous Neumann boundary condition
(free rotation) at the left edge, whereas in FEM, cohesive elements constrain rotation until local debonding occurs. This local difference is confined to the vicinity of the left edge and has a negligible effect on the overall peeling behavior. Since both the peeling force and the film profile are validated, and the strain is a function of F and θ via Equation (4), a separate strain validation is not performed here. A direct strain validation approach can be found in [
41].
3.2. Comparison Between Strain Evolution and Load Response
Before a detailed comparison, it is necessary to establish an objective rule for classifying the stages of strain evolution. A strain response is formally defined as exhibiting a “three-stage” behavior if it possesses a distinct local peak that exceeds the subsequent steady-state value by a certain margin. Otherwise, it is classified as “two-stage”. To implement this, we adopt a tolerance criterion based on the ratio of the global maximum strain, , to the steady-state peak strain,. A response is considered three-stage if it satisfies (Here, τ = 0.04), where is a small tolerance to avoid numerical noise triggering a false three-stage classification. Consequently, a “two-stage” response is defined by , indicating the global maximum strain is reached in the steady state without a pronounced intermediate peak. This definition allows for a quantitative and consistent distinction throughout the following analysis.
Having validated the theoretical model in terms of both the film profile and the load response, we now use it to study the key parameters governing film damage risk, i.e., the peak strain
and the global maximum strain
.
Figure 4 illustrate
and
as functions of
for
, 90°, and 120°. It can be seen that the evolution of
with
exhibits a similar trend to that of
. For the 60° peeling angle, both
and
increase with increasing
in the initial stage. They simultaneously reach their respective steady-state values,
and
, without forming a distinct intermediate peak. Consequently,
and
are equal to
and
, respectively. According to the established criterion (
), this response is rigorously classified as a two-stage evolution.
However, since depends on the deflection angle θ, its evolution does not always follow the same trend as . For example, at the 90° peeling angle, the evolution of with clearly shows three distinct stages. In contrast, the evolution of increases monotonically with and eventually plateaus at a constant value. Since is reached in the steady state and no prior peak exceeds this value by the margin , the strain response is objectively classified as two-stage, differing fundamentally from the force response. Furthermore, reaches its maximum value at , while attains its peak at a different value (). This discrepancy arises because the strain also depends on the deflection angle through (Equation (4)). In three-stage peeling, peaks before the steady-state stage begins. At this point, the maximum of at the right edge of the film () has not been reached, so the peeling force and deflection angle cannot contribute their maximum values to the strain simultaneously. For , at is close to zero, greatly weakening the peak force’s contribution and removing the strain peak. Thus, the load response shows three stages while the strain response only shows two.
For
, at the onset of peeling, the local deflection angles along the film are sufficiently small such that
, rendering
negative and producing compressive strain (
). However, as peeling-induced damage is primarily governed by tensile rather than compressive strain [
42], the present analysis is restricted to the tensile strain regime (
). It should be noted that compressive strain could potentially induce local wrinkling or buckling, but these failure modes are beyond the scope of the present damage criteria. Since the compressive strain at small
is not considered here, the
curve for
does not originate from the coordinate origin. Once tensile strain emerges, its evolution follows two-stage criterion, analogous to those observed in the
case, so
and
occur at different
values. This marked discrepancy between strain evolution and load response underscores the necessity of direct strain analysis rather than relying solely on force measurements.
3.3. Influence of System Parameters on Strain
The influence of system parameters, such as Young’s modulus
E, film thickness
and interfacial adhesion energy
, on the peak strain
and the global maximum strain
are examined.
Figure 5 presents
as functions of
for thickness ratios
∈ [
1,
4] (
Figure 5a–c) and Young’s modulus ratios
∈ [0.5, 3] (
Figure 5d–f) at peeling angles
, and
, respectively. The compressive strain for
are excluded from all plots, consistent with the analysis scope defined earlier. For all
,
decreases monotonically with increasing
or
. This behavior is attributed to the fact that the tensile stiffness of the film is directly proportional to both
h and
E. An increase in tensile stiffness reduces the resulting strain during peeling, as described by Equation (4). Although increasing
h or
E also enhances the bending stiffness, which in turn increases the maximum peeling force during the transition stage and thereby contributes to a higher maximum strain, the present results demonstrate that the strain reduction due to increased thickness or modulus far outweighs this enhancing effect.
Notably, all curves in
Figure 5b–f and the
curve in
Figure 5a exhibit a two-stage evolution. Only the curves for
in
Figure 5a show a three-stage response. This discrepancy arises from the combined effects of peeling angle and stiffness scaling. First, at
, the term
has the largest magnitude among the three angles, making the contribution of the peeling force peak to the total strain the most significant. Second, film bending stiffness scales with
, while tensile stiffness scales linearly with
h. For
at
, the dramatic increase in bending stiffness leads to a much higher peak peeling force
, whose contribution to strain finally exceeds the strain reduction caused by increased tensile stiffness. This creates a distinct peak in the
curve and thus a three-stage response. In contrast, for
at
, the bending stiffness is too low to generate a sufficiently strong force peak effect. For
, the
term is inherently small, and for modulus variation, bending stiffness only scales linearly with
E. In all these cases, the force peak contribution cannot overcome the tensile stiffness effect, resulting in only two-stage strain evolution.
To further quantify the influence of the film properties on the most critical strain during the peeling,
Figure 6 presents the global maximum strain
as functions of the thickness ratio
and modulus ratio
for
, and
, respectively. Other parameters remain the same as those in
Figure 5. It is evident that
decreases with increasing
or
. For peeling angles of 90° and 120°, the effect of thickness on strain is similar to that of Young’s modulus. However, at
60°, the effects of thickness and modulus deviate in the right range of the horizontal axis. The strain-reducing effect of thickness is weaker than that of Young’s modulus. This occurs because the maximum strain at 60° occurs during the transition stage, where the peeling force is governed by bending stiffness. Since increasing thickness contributes more to bending stiffness than increasing Young’s modulus, the strain remains higher for thickness variations than for modulus variations in this regime.
Figure 7 presents the peak strain
as a function of the peeling height
for different interfacial adhesion energies
∈ [0.5, 2.5] at peeling angles
, and
, respectively.
Figure 7a–c show that, for all peeling angles, the strain increases monotonically with the adhesion energy. This behavior is expected, as a larger adhesion energy requires a greater peeling force to detach the film from the substrate, and the in-plane strain is directly proportional to the peeling force (see Equation (4)). The monotonic relationship holds across the entire range of peeling heights, from the initial stage to the steady-state stage.
Figure 7d presents the global maximum strain
as a function of the dimensionless adhesion energy
for the three peeling angles. The results reveal that
is approximately proportional to
for all angles, with the slope increasing as the peeling angle decreases. The proportionality constant can be derived from the Kendall model and is determined by the peeling angle, film thickness, and Young’s modulus. It is expressed as
These findings have practical implications for strain control. Since the strain is directly proportional to the adhesion energy, reducing through surface treatments (e.g., applying release layers or anti-stiction coatings) offers a direct and predictable way to lower the strain during peeling. For example, reducing the adhesion energy by half would halve the peak strain. This linear relationship makes adhesion engineering a particularly attractive strategy for mitigating strain-related issues, especially when film thickness or material selection is constrained by other design requirements.
From the above analysis, the strain evolution is more sensitive to the peeling angle and film thickness parameters. In particular, at a peeling angle of 60°, the three-stage strain response is more likely to emerge with increasing film thickness. To further reveal the underlying transition mechanism, we examine the dimensionless global maximum strain
, defined as the ratio of the global maximum strain to the steady-state peak strain, as a function of the dimensionless film thickness
at 60°, as shown in
Figure 8. The dashed lines represent the transition boundary between two-stage and three-stage strain evolution, which shifts to the right with increasing adhesion energy
.
denotes two-stage evolution, while values greater than 1 denote three-stage evolution.
As can be seen from the figure, when lies to the left of the transition boundary, remains constant at 1, and the global maximum strain can be accurately predicted using Equation (11), as in the cases where the peeling angle is greater than or equal to 90°. This indicates that the bending effect is negligible and the tensile deformation dominates. When lies to the right of the boundary, exceeds 1 and exhibits an approximately linear relationship with , with the slope decreasing as increases. In this regime, the bending stiffness becomes sufficiently large to induce a prominent peak in the peeling force, which further leads to an extra peak in the strain evolution. As a result, the strain can no longer be described by the Kendall model, which ignores the bending effect. Instead, it can be accurately captured by the theoretical model.
3.4. A Unified Classification Criterion for Strain Response Regimes
The analysis in
Section 3.2 and
Section 3.3 reveals that the strain evolution may follow either a two-stage or a three-stage response, depending on the interplay between film properties and peeling conditions. In the two-stage regime, the global maximum strain equals the steady-state peak strain (
), and the strain can be accurately estimated using the classical Kendall model (Equation (11)). In the three-stage regime, however,
due to bending-induced force overshoot, the theoretical model (Equations (8)–(10)) must be solved to obtain the correct strain. Therefore, in practical applications it is advantageous to determine in advance which regime a given system belongs to, without resorting to the full variational solution. To this end, we formulate a binary classification problem based on the primary physical parameters
,
,
, and
.
A dataset is constructed by evaluating the model across the ranges , , , and For each parameter combination, the ratio is computed. A sample is labeled as two-stage if (i.e., the global maximum strain equals the steady-state value) and as three-stage if , where a small tolerance accounts for numerical precision.
Dimensional analysis and the physics of the peeling process motivate the choice of two dimensionless features. As demonstrated in
Section 3.3, the transition between two-stage and three-stage behavior is governed by the competition between bending stiffness and interfacial adhesion. To capture this competition, we introduce the characteristic length
l. The two dimensionless features are then defined as
To mitigate scale differences and improve numerical efficiency, both features are standardized to zero mean and unit variance according to
where
and
are the mean and standard deviation of
and
over the dataset, respectively. A regression model is employed with a polynomial basis up to third order in the standardized variables. The feature vector comprises ten terms given by
The weight vector
is determined by minimizing the regularized cross-entropy loss
where
,
denotes the class label (0 for three-stage, 1 for two-stage), and the bias weight
is excluded from regularization. The optimization is performed via full-batch gradient descent with backtracking line search until convergence.
To rigorously assess the classifier performance and select the regularization strength, a 10-fold cross-validation is conducted over a grid of λ values. The classifier achieves a cross-validation accuracy of 95.62% ± 3.14% with an Area Under the Curve (AUC) of 0.996, both of which reflect excellent discriminative performance. The training accuracy is 96.78% and the train-test gap is only 1.16%, which confirms that the classifier generalizes well without overfitting. The optimal regularization parameter is found to be λ = 0, indicating that the dataset is sufficiently large relative to the model complexity.
Once trained, the boundary separating the two regimes is determined by a single discriminant given by a dot product of
and
, i.e.,
The fitted parameters obtained from the dataset are , , , , and the weight vector . With these parameters, the discriminant determines the strain response regime. A positive value of () predicts a two-stage response, whereas a negative value () predicts a three-stage response.
Figure 9a displays the two-dimensional decision boundary
in the standardized feature space, where the two-stage and three-stage data points are clearly separated.
Figure 9b shows the strain ratio
plotted against the discriminant value
η for all samples, where the vertical dashed line at
marks the classification boundary. For the two-stage regime within acute angles (i.e.,
), as well as for all right-angle (
) and obtuse (
) cases in which the steady-state strain is always the global maximum strain, the Kendall-based model (Equation (11)) provides an accurate estimate of the global maximum strain
. In contrast, for acute angles with
< 0 (three-stage regime), the theoretical model (Equations (8)–(10)) must be solved. Equation (16) therefore provides a simple criterion to determine, without solving the full peeling equations, whether the Kendall model suffices or the theoretical model is necessary for an accurate strain estimate.