S Ganga Prasath’s research while affiliated with Harvard University and other places

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Publications (21)


Figure 2. Posture for local, proportional feedback. (a) Shape found from numerically solving Eq. (4) for different values of the dimensionless parameter G = ⇢gl 3 /(Bp + Ba). G increases from left to right, modeling the experimentally observed standing-up behavior where l increases while ✓(s = l) is approximately constant. Here, we assumed that Bp + Ba remains constant during the process in order to rescale length scales by l, with l = 1 for G = 300. denotes the boundary region defined as (s/l = ) = (s = 0)/4, which is indicated by a green shading. We used the same normalization value 0 as in Fig. 1. Moreover, we visualize the normalized muscular actuation |ma(s)| /m0 along the curve for G = 300 using a color map. (b) Curvature (s) of the shapes shown in (a) for different values of G. Note the existence of a boundary layer for small values of s and larger values of G, outside of which the curvature is small. (c) The length of the boundary layer for different values of G (green points) and the best fit (brown line) of the theoretically predicted G 1/2 scaling (see main text). Note that while the prefactor of the fit changes for different definitions of , the scaling does not.
Figure 3. Optimal control of posture. (a) Shapes found for different values of y(s = l) from solving the optimal control problem stated in Eq. (5) and explained in the main text. For the longest curve we show the normalized muscular actuation along the curve using a color map. (b) Curvature (s) (blue, solid lines) and active moment over bending stiffness˜ma stiffness˜ stiffness˜ma(s) (red, dashed lines) for three values of y(s = l). As before a boundary layer exists near s = 0 and away from the boundaries the magnitude of both  and˜maand˜ and˜ma is vanishingly small. We used the same normalization value 0 as in Fig. 1. (c) Control u(s) for the same three values of y(s = l). Note that u(s) reaches its lower bound for y(s = l) = 0.4, 0.7.
Figure 4. Stability of standing. (a) Bifurcation diagram for non-local feedback with Gaussian kernel (Eq. (6)) with standard deviation . ✓max = max |✓(s) ⇡/2| corresponds to the largest deviation of the beam from its initial straight configuration. The left-most ( = 1) and right-most ( = 0) curves correspond to the passive Ba = 0 and the local case ma = Ba, respectively. lp is the critical length in the passive case. (b) The critical parameter ↵l 3 c as a function of nonlocality for different values of Ba/Bp. The stars indicate the critical values found in (a) for the -values considered there. The solid orange line highlights the case of vanishing muscular activation, Ba, where the equations reduce to the classical self-buckling problem. All curves converge to this values as ! 1. (c) Stability phase diagram for different values of and Ba. Points in space to the right of the blue surface correspond to unstable configurations, while points to the left correspond to stable ones. Three example configurations from the stable and unstable region are shown in the inset. (i) is a stable pose, (ii) and (iii) are unstable poses, corresponding to (↵l 3 , Ba/Bp, /lp) = (2, 0.8, 0.1), (12, 0.5, 0.25) and (15, 0.1, 0.1), respectively.
Figure S6. Comparison of results from simulation and analytics. The blue, solid lines shown here are the curvature curves found from the simulations assuming local feedback for different values of G, i.e., similar to Fig 2 in the main text. The black, dashed lines are the analytical results for the same values of G from Eq. (S7).
Postural control in an upright snake
  • Preprint
  • File available

December 2024

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97 Reads

Ludwig A. Hoffmann

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Petur Bryde

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Ian C. Davenport

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[...]

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Posture and its control are fundamental aspects of animal behavior that capture the complex interplay between sensorimotor activity driven by muscular forces and mediated by environmental feedback. An extreme example of this is seen in brown tree snakes and juvenile pythons, which can stand almost upright, with 70% of their body length in the air. We quantify experimental observations of this behavior and present a minimal theoretical framework for postural stability by modeling the snake as an active elastic filament whose shape is controlled by muscular forces. We explore two approaches to characterize the musculature needed to achieve a specific posture: proprioceptive feedback (whereby the snake senses and reacts to its own shape) and a control-theoretic optimization approach (whereby the snake minimizes the expended energy to stand up), and also analyze the dynamic stability of the snake in its upright pose. Our results lead to a three-dimensional postural stability diagram in terms of muscle extent and strength, and gravity, consistent with experimental observations. In addition to general predictions about posture control in animals, our study suggests design principles for robotic mimics.

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FIGURE 1 Spatio-temporal landscape of the leading-order physics in (i) the Oseen limit, Re 1/2 s ≪ Re p < 1, and (ii) the Saffman limit, Re p ≪ Re 1/2 s < 1. The triplets (•, •, •) in the figure indicate the relative strengths of the inertial terms, in the order unsteady (|zw d /zt|), shear-advective (|w d ·∇u|), and slip-convective (|w d ·∇w d |) inertia, compared to the viscous terms (|∇ 2 w d |~|∇p d |). Asterisks denote dimensional quantities. Note in either limit, at later times, distinct "inner" and "outer" regions in space develop, and deviation from the standard kernel (Eqs. 5,6) is attributed to this. However, at short times, the diffusive unsteady Stokes equation drives the dynamics uniformly in space, yielding the standard Basset kernel. Idea courtesy: The schematic representation is inspired from Bentwich and Miloh [60] and Sano [59].
The Basset–Boussinesq history force: its neglect, validity, and recent numerical developments

May 2023

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462 Reads

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7 Citations

Frontiers in Physics

Particle-laden flows are ubiquitous, ranging across systems such as platelets in blood, dust storms, marine snow, and cloud droplets. The dynamics of a small particle in such non-uniform flows, under the idealization of being rigid and spherical, is described by the Maxey–Riley–Gatignol equation, which includes the Basset–Boussinesq history force among other better-understood forces. The history force, which is an integral over time with a weakly singular kernel, is often neglected, not because such neglect is known to be justified, but because it is difficult to be included in general scenarios. It is becoming increasingly evident that there are situations where neglecting this force might not be valid. In this review, after introducing classical knowledge about the history force, we outline recent studies that suggest alternative forms for it and discuss the range of validity of each, and describe recent numerical methods that have been developed to efficiently compute the history force. The question of whether the history force matters requires careful consideration and can be settled only with its accurate inclusion. We hope this review will help researchers addressing the multitude of open questions related to particulate flows to account for this effect.


Effect of external tension on the wetting of an elastic sheet

March 2023

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54 Reads

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7 Citations

PHYSICAL REVIEW E

Recent studies of elastocapillary phenomena have triggered interest in a basic variant of the classical Young-Laplace-Dupré (YLD) problem: the capillary interaction between a liquid drop and a thin solid sheet of low bending stiffness. Here we consider a two-dimensional model where the sheet is subjected to an external tensile load and the drop is characterized by a well-defined Young's contact angle θY. Using a combination of numerical, variational, and asymptotic techniques, we discuss wetting as a function of the applied tension. We find that, for wettable surfaces with 0<θY<π/2, complete wetting is possible below a critical applied tension due to the deformation of the sheet in contrast with rigid substrates requiring θY=0. Conversely, for very large applied tensions, the sheet becomes flat and the classical YLD situation of partial wetting is recovered. At intermediate tensions, a vesicle forms in the sheet, which encloses most of the fluid, and we provide an accurate asymptotic description of this wetting state in the limit of small bending stiffness. We show that bending stiffness, however small, affects the entire shape of the vesicle. Rich bifurcation diagrams involving partial wetting and “vesicle” solution are found. For moderately small bending stiffnesses, partial wetting can coexist with both the vesicle solution and complete wetting. Finally, we identify a tension-dependent bendocapillary length, λBC, and find that the shape of the drop is determined by the ratio A/λBC2, where A is the area of the drop.


Rheomergy : collective behaviour mediated by active flow-based recruitment

January 2023

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54 Reads

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4 Citations

The physics of signal propagation in a collection of organisms that communicate with each other both enables and limits how active excitations at the individual level reach, recruit and lead to collective patterning. Inspired by the spatio-temporal patterns in a planar swarm of bees that use pheromones and fanning flows to recruit additional bees, we develop a theoretical framework for patterning via active flow-based recruitment. Our model generalizes the well-known Patlak–Keller–Segel model of diffusion dominated aggregation and leads to an enhanced phase space of patterns spanned by two dimensionless parameters that measure the scaled stimulus/activity and the scaled chemotactic response. Together these determine the efficacy of signal communication via fluid flow (which we dub rheomergy ) that leads to a variety of migration and aggregation patterns, consistent with observations.


Dynamics of cooperative excavation in ant and robot collectives

October 2022

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111 Reads

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8 Citations

eLife

The solution of complex problems by the collective action of simple agents in both biologically evolved and synthetically engineered systems involves cooperative action. Understanding the resulting emergent solutions requires integrating across the organismal behaviors of many individuals. Here we investigate an ecologically relevant collective task in black carpenter ants Camponotus pennsylvanicus: excavation of a soft, erodible confining corral. Individual ants show a transition from individual exploratory excavation at random locations to spatially localized collective exploitative excavation and eventual excavate out from the corral. An agent minimal continuum theory that coarse-grains over individual actions and considers their integrated influence on the environment leads to the emergence of an effective phase space of behaviors in terms of excavation strength and cooperation intensity. To test the theory over the range of both observed and predicted behaviors, we used custom-built robots (RAnts) that respond to stimuli to characterize the phase space of emergence (and failure) of cooperative excavation. By tuning the amount of cooperation between RAnts, we found that we could vary the efficiency of excavation and synthetically generate the other macroscopic phases predicted by our theory. Overall, our approach shows how the cooperative completion of tasks can arise from simple rules that involve the interaction of agents with a dynamically changing environment that serves as both an enabler and a modulator of behavior.


FIG. 4: Robustness and unified phase space (a) Distribution of substrate elements at the end of experiments for 4 scenarios: (A) with no threshold and phototaxis, c * = 0, C = 0; (B) with no threshold and strong phototaxis, c * = 0, C = 1; (C) with threshold and strong phototaxis, c * = 0, C = 1; (D) with threshold and no phototaxis, c * = 0, C = 0 (see SI Fig. S6(b) for a quantitative comparison). The black ellipses represent the sample covariance of the substrate elements in the construction area. We see that the clustering is densely packed only when both threshold and phototaxis is present, c * = 0 and C = 1. (b) Distribution of substrate elements at the end of experiments under high cooperation, C = 1 for construction K > 0 and de-construction K < 0. The tasks exhibited by the RAnt collective is captured in this unified phase space represented by C vs K.
FIG. 5: Continuum simulations Simulations of the Eqs. 6-8 showing substrate density s (and density a in insets) capturing both cooperative de-construction for K = −1.44 and construction for K = 1.44 and C = 0.8 (see sec. S5 for simulation details). The agent density, a propagates into the interior of the substrate resulting in degradation of the density s for K < 0 while the substrate density s grows in magnitude in locations where the agents cluster for K > 0. This captures the tasks performed by the RAnt collective defined by the cooperation parameter, C vs the deposition rate K into a unified phase space. Color bar indicates the contour values of a , , s .
FIG. S1: (a) Evolution of ψ(t), r(t) and the corresponding evolution in (x, y)-coordinates, (r, ψ)-plane from Eqs. S8, S9 with r(0) = 1.2, ψ(0) = π/4, G = 1. We find periodic dynamics in (r, ψ)-plane. (b) (Top) Evolution of ψ from Eq. S10 and comparison with linearized solution valid for short times and leading order non-linear solution. We set ψ(0) = ˙ ψ(0) = 0.1. (Bottom) Comparison of solution ψ(t) with perturbative solution obtained in Eq. S12 for G = 15 and initial conditions ψ(0) = (π/2 + 0.1), r(0) = r * . (c) Solution to photormone profile, c ss vs r when l − w in Eq. S16 and comparison of r * obtained from the steady state profile with leading order linear behavior. (d) Schematic showing the radius r * at which RAnts undergo periodic motion and other relevant variables. (e) Comparison of G c vs w with in the two limits derived in Eqs. S14, S15 when l s = 0.01, k + = 1.5, k − = 1.5, v o = 0.04.
FIG. S2: Trapping mechanism for RAnts capturing using non-dimensional gain of each RAnt vs the production width of photormone. (a) Theoretical predictions for boundaries of trapping and (b) radii of trapping for different number of RAnts (1-5) are shown as dashed lines and the simulations are the filled areas trapping parameters. Note that the trapping radius is independent of the number of RAnts and the individual affine functions are offset vertically as they would overlap otherwise.
FIG. S4: Exploded view of a RAnt and a substrate element.
Collective phototactic robotectonics

August 2022

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183 Reads

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1 Citation

Cooperative task execution, a hallmark of eusociality, is enabled by local interactions between the agents and the environment through a dynamically evolving communication signal. Inspired by the collective behavior of social insects whose dynamics is modulated by interactions with the environment, we show that a robot collective can successfully nucleate a construction site via a trapping instability and cooperatively build organized structures. The same robot collective can also perform de-construction with a simple change in the behavioral parameter. These behaviors belong to a two-dimensional phase space of cooperative behaviors defined by agent-agent interaction (cooperation) along one axis and the agent-environment interaction (collection and deposition) on the other. Our behavior-based approach to robot design combined with a principled derivation of local rules enables the collective to solve tasks with robustness to a dynamically changing environment and a wealth of complex behaviors.


Optimal policies for mitigating pandemic costs: a tutorial model

August 2022

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106 Reads

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1 Citation

There have been a number of pharmaceutical and non-pharmaceutical interventions associated with COVID-19 over the past two years. Various non-pharmaceutical interventions were proposed and implemented to control the spread of the COVID-19 pandemic. Most common of these were partial and complete lockdowns that were used in an attempt to minimize the costs associated with mortality, economic losses and social factors, while being subject to constraints such as finite hospital capacity. Here, we use a minimal model posed in terms of optimal control theory to understand the costs and benefits of such strategies. This allows us to determine top-down policies for how to restrict social contact rates given an age-structured model for the dynamics of the disease. Depending on the relative weights allocated to mortality and socioeconomic losses, we see that the optimal strategies range from long-term social-distancing only for the most vulnerable, partial lockdown to ensure not over-running hospitals, and alternating-shifts, all of which lead to significant reduction in mortality and/or socioeconomic losses. Crucially, commonly used strategies that involve long periods of broad lockdown are almost never optimal, as they are highly unstable to reopening and entail high socioeconomic costs. Using parameter estimates from data available for Germany and the USA early in the pandemic, we quantify these policies and use sensitivity analysis in the relevant model parameters and initial conditions to determine the range of robustness of our policies. Finally we also discuss how bottom-up behavioral changes affect the dynamics of the pandemic and show how they can work in tandem with top-down control policies to mitigate pandemic costs even more effectively.


FIG. 1. (a) Sequence of images showing recruitment of worker bees by collective fanning to the nest where the queen resides (Image: Peleg Lab at UC Boulder). We see a zoomed in view close to the queen's cage (see also [25] and [26]). (b) Interaction rules between the variables in our model in Eqs. 1-5: agent density (x || , t) which is confined to a 2D surface x || = (x, y) generates a pheromone field of concentration c(x, t) that gets fanned through the environment by the actively generated bee velocity field u f (x, t). The advected pheromone causes either additional agents (bees) to be recruitment or causes them to migrate. (c) Phase diagram of rheomergy represented using two non-dimensional ratios: Active Peclet number which is the ratio of pheromone decay rate to active fluid shear rate, Rc/Vc and recruitment strength to chemotaxis strength, R/V (see text for details). Four phases characterizing the collective behavior of agents exist depending on the region in phase-space: polarized recruitment, migration, local aggregation and isotropic recruitment (similar to that seen in the Patlak-Keller-Segel model).
FIG. 2. Dynamics of agent density, (x, t) and pheromone concentration, c(x, t) in the (a) flow (and recruitment) dominated regime (Ia in the text) where agents polarize in response to autogenic flow and recruitment, leading to an increase in the agent density (for Vc = 0.5, Rc = 0.5, V = 0.0, R = 300.0). The plots on the right show the self-similar evolution of agent density and the pheromone concentration, consistent with a the collapse of the different curves when scaled by xt, x before saturation (see SI sec. IV A for details). (b) Flow (and chemotaxis) dominated regime phase (Ib in the text) where the agents migrate upstream in the direction of flow through (for Vc = 5, Rc = 0.9, V = 280.0, R = 0.0). The results were obtained by numerically solving Eqs. 10, 11 (see SI sec. V for details).
Rheomergy$: Collective behavior mediated by active flow-based recruitment

February 2022

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11 Reads

The physics of signal propagation in a collection of organisms that communicate with each other both enables and limits how active excitations at the individual level reach, recruit and lead to collective patterning. Inspired by the patterns in a planar swarm of bees that release pheromones, and use fanning flows to recruit additional bees, we develop a theoretical framework for patterning via active flow-based recruitment. Our model generalizes the well-known Patlak-Keller-Segel model of diffusion-dominated aggregation and leads to more complex phase space of patterns spanned by two dimensionless parameters that measure the scaled stimulus/activity and the scaled chemotactic response. Together these determine the efficacy of signal communication that leads to a variety of migration and aggregation patterns consistent with observations.


Figure 4: The three wetting states in the infinite bendability limit (A: complete wetting; B: vesicle; C: partial wetting). (a) Dependence of the angles, β and ϑ, on the rescaled applied tension, T /γ, for θ Y = π/3. (b) Reduced energy ¯ U = (U − 2γsvL)/(2γ √ A) as a function of T /γ for θ Y = π/3. The black curve shows ¯ Ucw, Eq. (28), for L = 2πR b . The energy and its first derivative are both continuous at the partial wetting-vesicle transition. By contrast, the transition between complete wetting (A) and vesicle (B) is discontinuous, characterized by an energy gap at T = T = γ cos θ Y .
Figure 7: Evolution of Γ 0 , Γ and Γ + as a function of θ Y delimiting the possible types of bifurcation in the (θ Y , Γ) space. The grey, green, and pink regions correspond to bifurcation diagrams depicted in Fig. 6 (a), (b), and (c), respectively.
Wetting of an elastic sheet subject to external tension

January 2022

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207 Reads

Recent studies of elasto-capillary phenomena have triggered interest in a basic variant of the classical Young-Laplace-Dupr\'e (YLD) problem: The interaction between a liquid drop and a thin solid sheet of low bending stiffness. Here we consider a two-dimensional model where the sheet is subjected to an external tensile load and assume that the solid surface is characterised by a well-defined Young's contact angle θY\theta_Y. Using a combination of numerical, variational, and asymptotic techniques, we discuss wetting as a function of the applied tension. We find that, for wettable surfaces, with 0<θY<π/20<\theta_Y<\pi/2, complete wetting is possible below a critical applied tension thanks to the deformation of the sheet. Conversely, for very large applied tensions, the sheet becomes flat and the classical YLD situation of partial wetting is recovered. At intermediate tensions, a vesicle forms in the sheet, which encloses most of the fluid and we provide an accurate asymptotic description of this vesicle. We show that bending stiffness, however small, affects the entire shape of the vesicle. Rich bifurcation diagrams involving partial wetting and "vesicle" solution are found. For moderately small bending stiffnesses, partial wetting can coexist both with the vesicle solution and complete wetting.


Totimorphic assemblies from neutrally stable units

October 2021

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62 Reads

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13 Citations

Proceedings of the National Academy of Sciences

Significance Existing shape-morphing materials and structures are limited in their ability to transition between a few stable configurations. Here we show how to create structural materials that have an arbitrary range of shape-morphing capabilities using the idea of neutral stability, as embedded in a unit cell with a range of energetically equivalent configurations. These structures allow for a decoupling of the local and global geometry from the local and global mechanical response and thus allow for independent control of the structure and mechanics, laying the foundation for engineering functional shapes using a new type of morphable unit cell.


Citations (10)


... The coefficient of the history force, κ, is related to the other parameters as κ = 3 R (1 − R)/St. Note that our definition of the Stokes number, St, differs from that used in other studies [7,8,27]. These studies formulate St using the time scale a 2 /ν, representing the time scale over which momentum diffuses in the fluid. ...

Reference:

Trapping and Transport of Inertial Particles in a Taylor-Green Vortex: Effects of Added Mass and History Force
The Basset–Boussinesq history force: its neglect, validity, and recent numerical developments

Frontiers in Physics

... Yet, much less is understood about liquid motion on prestrained materials, which is highly relevant for many applications, e.g., in materials engineering, where soft materials are typically intended to be stretched [31] or squeezed [32]. Recent work has begun exploring the behavior of liquid droplets on prestretched soft solids [13,[33][34][35][36][37][38][39][40], finding altered wetting ridge and droplet geometries. Most of those studies investigated static wetting, and much less is known about droplet motion across prestrained substrates. ...

Effect of external tension on the wetting of an elastic sheet
  • Citing Article
  • March 2023

PHYSICAL REVIEW E

... When facing large vertebrate predators, collective defense, namely mass stinging responses to perceived threats, forms within these insect communities [52][53][54]. For instance, honeybees convey the message of aggregation to companions nearby through alarm pheromones. ...

Rheomergy : collective behaviour mediated by active flow-based recruitment

... The concept of simple behavioural rules that lead to complex and intelligent behaviour has been widely explored in robotics, particularly in the context of swarm robotics [29,30]. Inspired by biological systems, researchers have demonstrated that complex collective behaviours can emerge from simple local interactions between agents [31]. This concept, which is rooted in the seminal work of Reynolds (1987) [32] on simulated bird flocking, has been extended to various robotic systems. ...

Dynamics of cooperative excavation in ant and robot collectives

eLife

... Differences in NPI timing, intensity, and adherence showed varying levels of success, demonstrating the importance of geographically specific and informed NPI policies 102 . Research from countries that imposed lockdowns showed that while NPIs were very effective at controlling spread, they resulted in significant economic, social, and health costs 26,102,103 . Some consequences were clearly visible, like increasing unemployment rates from business and school closures and the spike in non-COVID-19 deaths due to the unavailability or avoidance of medical care 7,26 . ...

Optimal policies for mitigating pandemic costs: a tutorial model

... We propose the concept of shapeshifting technologies to amend this situation. For us, shapeshifting qualities are not inherent in a given technology, unlike the claimed shape-morphing properties of some new materials (Chaudhary et al. 2021). In principle, any technology may be shapeshifting. ...

Totimorphic assemblies from neutrally stable units
  • Citing Article
  • October 2021

Proceedings of the National Academy of Sciences

... On the other hand, at a global level, it must be considered that the implementation of mathematical modeling as an active method in education represents a challenge since it can be integrated with specialized software, simulators, and digital tools that enable its incorporation into virtual learning environments, which requires expanding research concerning curricular adaptations, teacher training, and education, among others, which opens multiple lines of research for the development of new study projects. (3) As background to the research carried out, we can indicate that according to the evidence found in recent years, the traditional teaching of mathematics at a higher level is a subject of analysis and study that faces structural challenges concerning how to develop meaningful learning in students, the lack of effective teaching strategies to integrate active methodologies, the rigidity of the curriculum, the little or no application of knowledge to real contexts or situations, affect the ability of students to develop skills and competencies essential for their training, which is reflected in the statistics of a high rate of repetition and dropout of students taking basic science subjects in engineering degrees and particularly in the area of mathematics. This makes us reflect on various aspects, such as the teacher's role, the kinds of mathematics classes generally governed by methods and techniques that favor memorization, the repetition of processes, and the mechanical application of formulas to solve mathematical exercises. ...

Shapes of a filament on the surface of a bubble

... Over the years, several attempts have been proposed to approximate this term (see e.g. Michaelides 1992;Dorgan & Loth 2007;Prasath et al. 2019). In this work, we resort to the second-order and memory-efficient algorithm developed by van Hinsberg et al. (2011), the details of which are briefly reported in Appendix A for completeness. ...

Accurate solution method for the Maxey–Riley equation, and the effects of Basset history

Journal of Fluid Mechanics

... In all these aforementioned cases, the slender structure is forced through a periodic motion either to reach a resonance frequency in sensor devices or to induce a propulsion for the locomotion of micro-organisms. The relaxation dynamics of a bent flexible filament immersed in a fluid has received less attention whereas the relaxation of a filament at a fluid interface has been recently studied [43]. Such a system could, however, meet applications in biology. ...

Relaxation of a highly deformed elastic filament at a fluid interface
  • Citing Article
  • January 2016

Physical Review Fluids