1. Introduction
The capillary structures that are subject to our analysis belong to a class of axially symmetrical surfaces of constant mean curvature [
1]. The classical approach for analysis of capillary structure lies through integration of the Young–Laplace equation
in the case of axial symmetry [
2]. The obtained solution in the form
is usually expressed by incomplete elliptic integrals of first,
, and second,
, kind, where
is the angle and
m is a parameter. Originally, the elliptic integrals are discussed in computing the lengths of basic plane curves
for Bernoulli’s lemniscate and
for an ellipse, [
3]. Despite their practical importance, the solutions involving linear combination of these integrals always is exposed to problems because of complex relations, resulted from
and relation to Jacobian elliptic functions, [
4]. According to [
4], there are three groups of methods for computing of these integrals: series expansion formulas, implementation of Landen transformations, and methods using duplication theorems. All of these methods have their advantages and disadvantages. We will further outline our method for the solution of capillary bridges (CB) which avoids the above-mentioned problems. It was presented in detail in [
5].
The subject of our investigation is CB in conditions of lack of gravity, sketched in
Figure 1. The geometry equation that needs to be solved, was formulated by Princen, [
6] and in dimensionless form, [
5] is:
where
and
are dimensionless cylindrical coordinates,
r is the current radius,
z is the axial coordinate, both scaled by
(the CB waist radius). The parameter
C is the dimensionless capillary pressure:
, where σ is the surface tension [
5].
Previously, we developed a theoretical approach for analysis of stretching behavior of a capillary bridge between two flat surfaces. We derived two important equations, related to the dimensionless dependence of height and volume from the radius. We introduced two integrals, presented below, as follows:
where the dimensionless contact line radius is
, and
R is dimensional contact line radius. Independent integration parameter is
. The generalized form of the integrals from Equations (2) and (3) is:
The relation of the integrals in Equations (2) and (3) with dimensional parameters is:
and
, where 2
h and
V are correspondingly the CB dimensional height and volume. Integration of these equations for gravityless CBs yields:
The dimensionless parameter
represents the height of the axisymmetric capillary structure and the dimensionless integral
is the dimensionless volume. We divide the original integrals on two parts: Part one is complicated and irregular but integrable analytically and one obtains in this way the exact solution. Part two is a regular integral but we cannot integrate it analytically. However, suitable numerical methods for integration can be applied. Thus, our approach is a reliable alternative to the traditional solution as mentioned in Equation (1), where incomplete elliptic integrals [
1,
7,
8] are involved.
Based on these equations, we developed a set of curves for CB constant solid/liquid static receding contact angles, called isogones. They represent the domain of existence of capillary bridges. These curves outline the capillary bridges characteristics at static and quasi-static stretching conditions. In our previous papers [
5,
9], we performed the experimental verification of this approach.
The paper presents some theoretical background in
Section 2, where the previously obtained data is added to the new experimental information. The scientific question that we discuss in the current paper was stated in the literature but not answered previously: If the CB is created on surfaces without it contact radius to be pinned, how can their behavior be predicted during the stretching? To answer this question we present a theoretical formula in
Section 3 that predicts a linear-like relation of liquid CB evolution with a constant contact solid/liquid static receding angle in the case of quasi-static stretching.
Section 3 also presents a theoretical analysis that, in our opinion, allows the stretching behavior of a liquid CB to be predicted. We further discuss the three types of liquid CBs, made of water, cedar oil, and binary cedar oil/water, investigated at three different initial volumes of 8 μL, 10 μL, and 12 μL. The experimental approach, required materials, and equipment is justified in
Section 4. The same section describes in detail the applied methods and limitations: The study is justified to solid/liquid static receding contact angles below or equal to 45°. The experimental confirmation of the theory is presented in
Section 5. Some additional results from the experimental investigation also are presented and discussed: (1) determination of profile generatrix,
y(
x), shape of the investigated CB structures, and (2) justification of the linear-like dependence,
, during CB stretching. A simple mechanism for interaction of the two immiscible liquids, leading to the creation of “sandwich”-like binary structures, is proposed. We also try to analyze the breakage kinetics: In our previous CB kinetics report [
5] we found a boundary of the CB definition domain and now we apply this to count the time to the first picture taken after passing this boundary. It helps us to obtain suitable information about the CB viscous properties. Finally, a conclusion is drawn that the proposed linear-like dependence resulted not only from the circular shape of the profile generatrix but also from other types of closed curves.
3. Theoretical CBs Analysis and Prediction of Their Stretching Behavior
During theoretical studies, we found that the way of presentation of the obtained isogones for CBs is not helpful, if we want to identify precisely the wetting properties through the contact angles. Because of this, we looked for an alternative way for prediction of the stretching behavior of capillary bridges. Our initial hypothesis is that if we are able to linearize somehow the isogones for
Figure 2, then we could estimate the contact angles during CB stretching and we could also measure the degree of deviation from the linearity.
It was found, that for equilibrium (static) states, a simple linear relation,
is valid, where the proportionality coefficient is related to the solid/liquid static receding contact angle. To analyze this experimental observation, we used the same data of theoretically obtained curves, presented in
Figure 2, i.e., we made the corresponding plot
vs.
of them. The results are presented in
Figure 3. The new experiments of stretching with cedar oil and water at different volume proportions (see
Section 4, further) are also plotted at the same scale in
Figure 3, D2 along with the old data, D1 (data taken from [
5]).
The theoretically obtained isogones by Equations (5) and (6) now show linear like dependence. There is exhibited full linear like dependence for 1°, 7.5°, 15°, 30°, 45° or partial for 60°, 89° within the range of concave CB existence domain. This simplifies the further analysis. The deviation from a single straight line increases for angles higher than 45°. For the isogone of 60° solid/liquid static receding contact angle, the deviation from a line is significant. Finally, close to 90° the linear behavior is almost lost. The static receding contact angle of linear-like dependence, ranging between 0° and 45°, corresponds to a “good” wetting [
10,
11,
12,
13]. Due to the isogones’ good linearization, the contact angles within the range: 0° < θ < 45°, will be further the main subject of our analysis. As a result, we obtain the following semi-empirical relation:
If comparison between the contact angle for isogones in
Figure 2, Ref. [
5] and inclination angles of theoretical lines in
Figure 3 is made, an empirical linear dependence is revealed:
. The linearization indicates that the stretching between two glass surfaces results in CB evolution with a constant contact angle. The tangent of inclination angle of the D1 sequence is obtained numerically from the plot in
Figure 3:
. The empirical relation in Equation (7), gives a solution for the contact angle, θ = 41.07°. Approximately, the same value was measured over the capillary bridges stretching and reported in [
5]. Based on this, we estimated the solid/liquid static receding contact angle for sequence D2 (
Figure 3) to be ~11°.
The advantage of the newly proposed approach is that macroscopic parameters, provide sufficient information to be identified the contact angle during CB stretching with unpinned solid/liquid contact line. This empirical relation is in agreement by our previous theory, reported in [
5], where we proved that for very thin CBs (
h<<R), the generatrix evolved to a part of a circle. We obtained analytically an equation [
14], ((A3),
Appendix A), and now it can be modified to:
The approximate term in Equation (A3), may result from expansion by Taylor series. Therefore, the analytically obtained Equation (8) shows that the linear like dependence during CB stretching may come from retaining a circular arc (or a part of similar closed curve) generatrix of the CB profile during the quasi-static stretching process. The proposed generatrix range expansion to other circular shapes, is based on ”ln(…)” expansion, as will be seen below. The same example for A(θ) = 2.392 was recalculated again according to the Equation (8) and produces relative error of 19%. Therefore, the theoretical relation is valid, where is an unknown function. In fact, the closer is the contact angle to the complete wetting, the deviation of Equation (8) from when Equation (7) diminishes. For complete wetting, Equation (8) becomes: .
6. Discussion
Figure 8a is an extension of
Figure 3 and summarizes the data from the three different types of CBs, according to the Equation (7). The results indicate that both oil and water CB retain constant solid/liquid static receding contact angle (the straight line in
Figure 3) until the initiation of self-breakage takes place. This indicates that a naturally pinned contact angle regime is simultaneously valid if the solid/liquid contact line is not fixed. The conclusion is also supported by the binary CB of “sandwich” type. During its stretching, a deviation from the contact angle line, for the monophasic CBs, is observed. This resulted from the deviation of the generatrix profile from a circle with increasing of the CB height (see red squares in
Figure 8a) due to the oil/water interaction. In order to support this conclusion, it is important to evaluate the uncertainty of
and of
in
Figure 8a. This is performed in the following way: The uncertainty range of the dependent variable is
, where
µm. The order of magnitude of the uncertainty range is estimated to be 10
−2 µm. The independent variable
is scaled also by “ln(…)”. Therefore, for the uncertainty we obtain
, where
. The estimated uncertainty is in order of magnitude
. Thus, the deviation in
Figure 8a of the binary CB stretching properties cannot be qualified as uncertainty of measurements. In addition, based on the data, presented in
Figure 8a, one can conclude that the linear like stretching behavior of a liquid CB, expressed in coordinates of
, can be obtained for all liquid CBs that exhibit a generatrix profile to be a part of a closed curve. It appears that the rule is valid for a wide number of monophasic CBs, created between two flat surfaces with good wetting properties (with a contact angle less than 45°). The circular generatrix profile shape is necessary but not sufficient condition for the CB for a pinned contact angle stretching.
The relation between the Bond number (Bo) and CB height is presented in
Figure 8b, which is plotted by the following:
Bond number,
, is calculated with selected characteristic length: the radius of generatrix,
. In
Figure 8b is presented the relation between
and dimensionless height
2h/R for the stretching range, where the generatrix profile was identified as a part of circle. This approach is similar to the expression of Bo number for pendant drops [
27,
28,
29]. These plots indicate that if stretching the liquid water bridge, the increasing height causes an increase in the gravity influence to the generatrix profile. The cedar oil CBs behave in a very similar way because the three plots in
Figure 8b do not show a distinguished sensitivity to the initial volume (mass). The water CBs are the more sensible to the initial volume (mass) of the liquid,
Figure 8b, because of the increase of water quantity, leads to the increase of gravity’s influence (the inclination angle increases). The binary CBs exhibit low sensitivity to gravity with stretching due to the modification of the surface properties of both liquids.
Investigation of binary CBs is a very complicated task but the efforts are worthwhile because these CBs provide further information about the surface interaction of two fluids.
Figure 9 presents the proposed behavior and kinetics of binary liquid CB of a “sandwich” type. After completion of the steps, described in
Section 4.2.2, at the initial moment, for relatively low heights between the supporting tables, two parallel CBs exist for a while,
Figure 9a. Because of the
R >>
h,
rm>>
h condition, at this stage, the CB can be presented as a liquid cylinders. This initiates oil to be engulfed (partially) into the water CB, creating this way a binary CB. Further, due to the stronger glass wetting by water, the oil phase is adhered at the water/gas interface with a tendency to stand in the zone around the waist (minimal surface energy),
Figure 9b. During the stretching the CB waist is thinned, reducing this way the quantity of water around the oil droplet,
Figure 9c,d. After stretching, at a certain height, the water escapes from the waist and only cedar oil droplet remains there. At this stage the water CB is considered broken,
Figure 9e. However, the oil droplet links the two CB water parts. It keeps the entire structure intact, creating a sandwich-like CB, shown in
Figure 9f. Due to the adhesion to the water phase, the oil phase stabilizes the entire structure. If manual stretching continues, soon afterwards a spontaneous waist thinning occurs and the bridge breaks. As we noticed previously, during our experiments, the self-initiated thinning behavior of binary CBs is different than the corresponding behavior of the pure systems (see the
Supplementary Materials).
According to the work done by Torza and Mason, [
30], and Israelashvilly, [
31], the creation of binary CB resulted from engulfing of oil CB into the initially created water CB (the two liquid phases are immiscible):
where the coefficients
S1,
S2, and
S3 are related to three fundamental types of wetting [
32]: adhesion, immersion, and spreading (spreading coefficients). Each of these coefficients presents the corresponding free energy decrease. The classification of current case corresponds to “complete engulfing,” according to [
30]. The geometrical characteristics of the binary CB are predictable by general capillary equations and interfacial tension relations. The structure is called an
n-singlet, where n indicates the number of negative coefficients.
The process of engulfing is initiated when two initial droplets are pressed by the upper plate such way that and , which means that the radius of curvature is sufficiently small, i.e., and . The indices meaning is as follows: 1, water; 2, air; 3, cedar oil. There are two competitive processes that could initiate the engulfing:
The relation of capillary pressure difference, for 2-singlet according to [
30] is:
where
is required for the engulfing process to take place. Therefore, we can obtain the critical pressure condition for initiation of the engulfing:
Due to the specific nature of interactions and relation in Equation (12), there could be suggested that the spreading of phase 3 over phase one mechanism (
Figure 9), leads to engulfing. If the engulfing occurs at the most pressed state of CB, shown in
Figure 9a, upon stretching a sufficient quantity from the oil CB enters into the water CB. This resulted in further modification of the CB stretching and breakage properties.
Our investigation of three different CBs indicates that three possible shapes of generatrix profiles could be considered. Two of them, described in [
33], can be summarized as “circular/elliptical” and parabolic profiles take place during self-initiated breakage [
3]. If for a CB,
h <<
R ≈
rm is valid, then indeed a circular generatrix profile is formed, proven mathematically and experimentally verified in [
5,
14]. Further, upon stretching, it reaches an elliptical form at the initiation of the self-breakage kinetics. Finally, the generatrix takes a parabolic shape. Following this information, obtained from the current investigation, we obtain:
which further transforms into an inclined ellipse that can be described by the equation [
34]:
where
α is the inclination of the ellipse regarding the horizon. If the ellipse is horizontal (
), then the equation simplifies to:
The shape evolves to parabolic during the CB breakage, as previously stated in [
3]. Then Equation (14) in a more general form will be:
where
is the ellipse eccentricity. If
, then
and a circle is formed with a radius
. For the axis inclination
α > 0° and
, the circle is transformed to an inclined ellipse with constants
A and
B. The transformation to an parabola takes place for
, and
. Finally, for
, the CB generatrix possibly evolves to a hyperbola (note that the process of stretching itself is not an equilibrium action). We observed in our experiments that the most probable form of generatrix profile during the quasi-static stretching is circular. It is possible to verify that the obtained shape is correctly identified as a circle.
The identified circular shape in our measurements (section three) can be verified by the usage of relation,
, [
32]. The results from this verification indicate a less than 5% deviation of the calculated solid/liquid contact angles from the analytically estimated values of ~11° (
Figure 3), for all identified generatrix circular shapes.