Linear Viscoelasticity – 3.11 Fall 1999
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A Numerical Method for the Simulation of Viscoelastic Fluid Surfaces
A numerical method for the simulation of viscoelastic fluid surfaces Eloy de Kinkelder1, Leonard Sagis2, and Sebastian Aland1,3 1HTW Dresden - University of Applied Sciences, 01069 Dresden, Germany 2Wageningen University & Research, 6708 PB Wageningen, the Netherlands 3TU Bergakademie Freiberg, 09599 Freiberg, Germany April 27, 2021 Abstract Viscoelastic surface rheology plays an important role in multiphase systems. A typical example is the actin cortex which surrounds most animal cells. It shows elastic properties for short time scales and behaves viscous for longer time scales. Hence, realistic simulations of cell shape dynamics require a model capturing the entire elastic to viscous spectrum. However, currently there are no numeri- cal methods to simulate deforming viscoelastic surfaces. Thus models for the cell cortex, or other viscoelastic surfaces, are usually based on assumptions or simplifications which limit their applica- bility. In this paper we develop a first numerical approach for simulation of deforming viscoelastic surfaces. To this end, we derive the surface equivalent of the upper convected Maxwell model using the GENERIC formulation of nonequilibrium thermodynamics. The model distinguishes between shear dynamics and dilatational surface dynamics. The viscoelastic surface is embedded in a viscous fluid modelled by the Navier-Stokes equation. Both systems are solved using Finite Elements. The fluid and surface are combined using an Arbitrary Lagrange-Eulerian (ALE) Method that conserves the surface grid spacing during rotations and translations of the surface. We verify this numerical implementation against analytic solutions and find good agreement. To demonstrate its potential we simulate the experimentally observed tumbling and tank-treading of vesicles in shear flow. We also supply a phase-diagram to demonstrate the influence of the viscoelastic parameters on the behaviour of a vesicle in shear flow. -
Boundary Layer Analysis of Upper Convected Maxwell Fluid Flow with Variable Thermo-Physical Properties Over a Melting Thermally Stratified Surface
FUTA Journal of Research in Sciences, Vol. 12 (2) 2016:287 - 298 BOUNDARY LAYER ANALYSIS OF UPPER CONVECTED MAXWELL FLUID FLOW WITH VARIABLE THERMO-PHYSICAL PROPERTIES OVER A MELTING THERMALLY STRATIFIED SURFACE O. K. Koríko, K. S. Adegbie, A. J. Omowaye and † I.L. Animasaun Dept. of Mathematical Sciences, Federal University of Technology, Akure, Ondo State Nigeria [email protected], [email protected], [email protected], [email protected] ABSTRACT In this article, the boundary layer analysis which can be used to educate engineers and scientists on the flow of some fluids (i.e. glossy paints) in the industry is presented. The influence of melting heat transfer at the wall and thermal stratification at the freestream on Upper Convected Maxwell (UCM) fluid flow with heat transfer is considered. In order to accurately achieve the objective of this study, classical boundary condition of temperature is investigated and modified. The corresponding influences of thermal radiation and internal heat source across the horizontal space on viscosity and thermal conductivity of UCM are properly considered. The dynamic viscosity and thermal conductivity of UCM are temperature dependent. Classical temperature dependent viscosity and thermal conductivity models were modified to suit the case of both melting heat transfer and thermal stratification. The governing nonlinear partial differential equations describing the problem are reduced to a system of nonlinear ordinary differential equations using similarity transformations and solved numerically using the Runge-Kutta method along with shooting technique. The transverse velocity, longitudinal velocity and temperature of UCM are increasing functions of temperature dependent viscous and thermal conductivity parameters. -
Cohesive Crack with Rate-Dependent Opening and Viscoelasticity: I
International Journal of Fracture 86: 247±265, 1997. c 1997 Kluwer Academic Publishers. Printed in the Netherlands. Cohesive crack with rate-dependent opening and viscoelasticity: I. mathematical model and scaling ZDENEKÏ P. BAZANTÏ and YUAN-NENG LI Department of Civil Engineering, Northwestern University, Evanston, Illinois 60208, USA Received 14 October 1996; accepted in revised form 18 August 1997 Abstract. The time dependence of fracture has two sources: (1) the viscoelasticity of material behavior in the bulk of the structure, and (2) the rate process of the breakage of bonds in the fracture process zone which causes the softening law for the crack opening to be rate-dependent. The objective of this study is to clarify the differences between these two in¯uences and their role in the size effect on the nominal strength of stucture. Previously developed theories of time-dependent cohesive crack growth in a viscoelastic material with or without aging are extended to a general compliance formulation of the cohesive crack model applicable to structures such as concrete structures, in which the fracture process zone (cohesive zone) is large, i.e., cannot be neglected in comparison to the structure dimensions. To deal with a large process zone interacting with the structure boundaries, a boundary integral formulation of the cohesive crack model in terms of the compliance functions for loads applied anywhere on the crack surfaces is introduced. Since an unopened cohesive crack (crack of zero width) transmits stresses and is equivalent to no crack at all, it is assumed that at the outset there exists such a crack, extending along the entire future crack path (which must be known). -
An Investigation Into the Effects of Viscoelasticity on Cavitation Bubble Dynamics with Applications to Biomedicine
An Investigation into the Effects of Viscoelasticity on Cavitation Bubble Dynamics with Applications to Biomedicine Michael Jason Walters School of Mathematics Cardiff University A thesis submitted for the degree of Doctor of Philosophy 9th April 2015 Summary In this thesis, the dynamics of microbubbles in viscoelastic fluids are investigated nu- merically. By neglecting the bulk viscosity of the fluid, the viscoelastic effects can be introduced through a boundary condition at the bubble surface thus alleviating the need to calculate stresses within the fluid. Assuming the surrounding fluid is incompressible and irrotational, the Rayleigh-Plesset equation is solved to give the motion of a spherically symmetric bubble. For a freely oscillating spherical bubble, the fluid viscosity is shown to dampen oscillations for both a linear Jeffreys and an Oldroyd-B fluid. This model is also modified to consider a spherical encapsulated microbubble (EMB). The fluid rheology affects an EMB in a similar manner to a cavitation bubble, albeit on a smaller scale. To model a cavity near a rigid wall, a new, non-singular formulation of the boundary element method is presented. The non-singular formulation is shown to be significantly more stable than the standard formulation. It is found that the fluid rheology often inhibits the formation of a liquid jet but that the dynamics are governed by a compe- tition between viscous, elastic and inertial forces as well as surface tension. Interesting behaviour such as cusping is observed in some cases. The non-singular boundary element method is also extended to model the bubble tran- sitioning to a toroidal form. -
Mapping Linear Viscoelasticity for Design and Tactile Intuition
Author generated version of accepted manuscript to appear in Applied Rheology (open access) Mapping linear viscoelasticity for design and tactile intuition R.E. Corman, Randy H. Ewoldt∗ Department of Mechanical Science and Engineering, University of Illinois at Urbana-Champaign, Urbana, IL 61801, USA October 17, 2019 Abstract We propose and study methods to improve tactile intuition for linear viscoelastic flu- ids. This includes (i) Pipkin mapping with amplitude based on stress rather than strain or strain-rate to map perception to rheological test conditions; and (ii) data reduction of linear viscoelastic functions to generate multi-dimensional Ashby-style cross-property plots. Two model materials are used, specifically chosen to be easily accessible and safe to handle, with variable elastic, viscous, and relaxation time distributions. First, a com- mercially available polymer melt known as physical therapy putty, reminiscent of Silly Putty, designed for a range of user experiences (extra-soft to extra-firm). Second, a transiently cross-linked aqueous polymer solution (Polyvinyl alcohol-Sodium Tetraborate, PVA-Borax). Readers are encouraged to procure or produce the samples themselves to build intuition. The methods studied here reduce the complexity of the function-valued viscoelastic data, identifying what key features we sense and see when handling these materials, and provide a framework for tactile intuition, material selection, and material design for linear viscoelastic fluids generally. ∗Corresponding author: [email protected] 1 1 Introduction Intuition with viscoelastic materials is central to integrating them into the design toolbox. Engineering design with elastic solids and Newtonian fluids is well established, as demonstrated through extensive cross-property Ashby Diagrams [1, 2, 3] and materials databases [4, 5]. -
Analysis of Viscoelastic Flexible Pavements
Analysis of Viscoelastic Flexible Pavements KARL S. PISTER and CARL L. MONISMITH, Associate Professor and Assistant Professor of Civil Engineering, University of California, Berkeley To develop a better understandii^ of flexible pavement behavior it is believed that components of the pavement structure should be considered to be viscoelastic rather than elastic materials. In this paper, a step in this direction is taken by considering the asphalt concrete surface course as a viscoelastic plate on an elastic foundation. Assumptions underlying existing stress and de• formation analyses of pavements are examined. Rep• resentations of the flexible pavement structure, im• pressed wheel loads, and mechanical properties of as• phalt concrete and base materials are discussed. Re• cent results pointing toward the viscoelastic behavior of asphaltic mixtures are presented, including effects of strain rate and temperature. IJsii^ a simplified viscoelastic model for the asphalt concrete surface course, solutions for typical loading problems are given. • THE THEORY of viscoelasticity is concerned with the behavior of materials which exhibit time-dependent stress-strain characteristics. The principles of viscoelasticity have been successfully used to explain the mechanical behavior of high polymers and much basic work U) lias been developed in this area. In recent years the theory of viscoelasticity has been employed to explain the mechanical behavior of asphalts (2, 3, 4) and to a very limited degree the behavior of asphaltic mixtures (5, 6, 7) and soils (8). Because these materials have time-dependent stress-strain characteristics and because they comprise the flexible pavement section, it seems reasonable to analyze the flexible pavement structure using viscoelastic principles. -
Engineering Viscoelasticity
ENGINEERING VISCOELASTICITY David Roylance Department of Materials Science and Engineering Massachusetts Institute of Technology Cambridge, MA 02139 October 24, 2001 1 Introduction This document is intended to outline an important aspect of the mechanical response of polymers and polymer-matrix composites: the field of linear viscoelasticity. The topics included here are aimed at providing an instructional introduction to this large and elegant subject, and should not be taken as a thorough or comprehensive treatment. The references appearing either as footnotes to the text or listed separately at the end of the notes should be consulted for more thorough coverage. Viscoelastic response is often used as a probe in polymer science, since it is sensitive to the material’s chemistry and microstructure. The concepts and techniques presented here are important for this purpose, but the principal objective of this document is to demonstrate how linear viscoelasticity can be incorporated into the general theory of mechanics of materials, so that structures containing viscoelastic components can be designed and analyzed. While not all polymers are viscoelastic to any important practical extent, and even fewer are linearly viscoelastic1, this theory provides a usable engineering approximation for many applications in polymer and composites engineering. Even in instances requiring more elaborate treatments, the linear viscoelastic theory is a useful starting point. 2 Molecular Mechanisms When subjected to an applied stress, polymers may deform by either or both of two fundamen- tally different atomistic mechanisms. The lengths and angles of the chemical bonds connecting the atoms may distort, moving the atoms to new positions of greater internal energy. -
New Tools for Viscoelastic Spectral Analysis, with Application to the Mechanics of Cells and Collagen Across Hierarchies Behzad Babaei Washington University in St
Washington University in St. Louis Washington University Open Scholarship Engineering and Applied Science Theses & McKelvey School of Engineering Dissertations Summer 8-15-2016 New Tools for Viscoelastic Spectral Analysis, with Application to the Mechanics of Cells and Collagen across Hierarchies Behzad Babaei Washington University in St. Louis Follow this and additional works at: https://openscholarship.wustl.edu/eng_etds Part of the Biomechanics Commons, and the Biomedical Commons Recommended Citation Babaei, Behzad, "New Tools for Viscoelastic Spectral Analysis, with Application to the Mechanics of Cells and Collagen across Hierarchies" (2016). Engineering and Applied Science Theses & Dissertations. 182. https://openscholarship.wustl.edu/eng_etds/182 This Dissertation is brought to you for free and open access by the McKelvey School of Engineering at Washington University Open Scholarship. It has been accepted for inclusion in Engineering and Applied Science Theses & Dissertations by an authorized administrator of Washington University Open Scholarship. For more information, please contact [email protected]. WASHINGTON UNIVERSITY IN ST. LOUIS Department of Mechanical Engineering and Material Science Dissertation Examination Committee: Guy M. Genin, Chair Victor Birman Elliot L. Elson David A. Peters Srikanth Singamaneni Simon Y. Tang Stavros Thomopoulos New Tools For Viscoelastic Spectral Analysis, With Application to The Mechanics of Cells and Collagen Across Hierarchies by Behzad Babaei A dissertation presented to the Graduate -
Review Paper a Review of Dough Rheological Models
Review paper A review of dough rheological models used in numerical applications S. M. Hosseinalipour*, A. Tohidi and M. Shokrpour Department of mechanical engineering, Iran University of Science & Technology, Tehran, Iran. Article info: Abstract Received: 14/07/2011 The motivation for this work is to propose a first thorough review of dough Accepted: 17/01/2012 rheological models used in numerical applications. Although many models have Online: 03/03/2012 been developed to describe dough rheological characteristics, few of them are employed by researchers in numerical applications. This article reviews them in Keywords: detail and attempts to provide new insight into the use of dough rheological Dough, models. Rheological Models Rheology. Nomenclature Relative increase in viscosity due to Pa.sec A Apparent viscosity, gelatinization, dimensionless 1 b Index of moisture content effects on viscosity, Shear rate, sec dimensionless Rate of deformation tensor Strain history, dimensionless D K 11sec k ReactionArchive transmission coefficient, of Time SID-temperature history, K.sec a MC Moisture content, dry basis, decimal Yield stress, Pa 0 MC Reference moisture content, dry basis, decimal u Velocity, ms/ r m Fluid consistency coefficients, dimensionless Stress tensor n Flow behavior index, dimensionless E Free energy of activation, cal/g mol v 1.987cal / g mol K Pa R Universal gas constant, Stress, Index of molecular weight effects on viscosity, Relaxation time, sec dimensionless 1. Introduction *Corresponding author Email address: [email protected] www.SID.ir129 JCARME S. M. Hosseinalipour et al. Vol. 1, No. 2, March 2012 Bread is the most important daily meal of Thien-Tanner model [1,12,13]. -
Oversimplified Viscoelasticity
Oversimplified Viscoelasticity THE MAXWELL MODEL At time t = 0, suddenly deform to constant displacement Xo. The force F is the same in the spring and the dashpot. F = KeXe = Kv(dXv/dt) (1-20) Xe is the displacement of the spring Xv is the displacement of the dashpot Ke is the linear spring constant (ratio of force and displacement, units N/m) Kv is the linear dashpot constant (ratio of force and velocity, units Ns/m) The total displacement Xo is the sum of the two displacements (Xo is independent of time) Xo = Xe + Xv (1-21) 1 Oversimplified Viscoelasticity THE MAXWELL MODEL (p. 2) Thus: Ke(Xo − Xv) = Kv(dXv/dt) with B. C. Xv = 0 at t = 0 (1-22) (Ke/Kv)dt = dXv/(Xo − Xv) Integrate: (Ke/Kv)t = − ln(Xo − Xv) + C Apply B. C.: Xv = 0 at t = 0 means C = ln(Xo) −(Ke/Kv)t = ln[(Xo − Xv)/Xo] (Xo − Xv)/Xo = exp(−Ket/Kv) Thus: F (t) = KeXo exp(−Ket/Kv) (1-23) The force from our constant stretch experiment decays exponentially with time in the Maxwell Model. The relaxation time is λ ≡ Kv/Ke (units s) The force drops to 1/e of its initial value at the relaxation time λ. Initially the force is F (0) = KeXo, the force in the spring, but eventually the force decays to zero F (∞) = 0. 2 Oversimplified Viscoelasticity THE MAXWELL MODEL (p. 3) Constant Area A means stress σ(t) = F (t)/A σ(0) ≡ σ0 = KeXo/A Maxwell Model Stress Relaxation: σ(t) = σ0 exp(−t/λ) Figure 1: Stress Relaxation of a Maxwell Element 3 Oversimplified Viscoelasticity THE MAXWELL MODEL (p. -
Problems in Viscoelasticity Albert William Zechmann Iowa State University
Iowa State University Capstones, Theses and Retrospective Theses and Dissertations Dissertations 1961 Problems in viscoelasticity Albert William Zechmann Iowa State University Follow this and additional works at: https://lib.dr.iastate.edu/rtd Part of the Applied Mechanics Commons, and the Mathematics Commons Recommended Citation Zechmann, Albert William, "Problems in viscoelasticity " (1961). Retrospective Theses and Dissertations. 1991. https://lib.dr.iastate.edu/rtd/1991 This Dissertation is brought to you for free and open access by the Iowa State University Capstones, Theses and Dissertations at Iowa State University Digital Repository. It has been accepted for inclusion in Retrospective Theses and Dissertations by an authorized administrator of Iowa State University Digital Repository. For more information, please contact [email protected]. This dissertation has been 62-1375 microfilmed exactly as received ZECHMANN, Albert William, 1934- PROBLEMS IN VISCOELASTICITY. Iowa State University of Science and Technology Ph.D., 1961 Mathematics University Microfilms, Inc., Ann Arbor, Michigan PROBLEMS IK VISCOELASTICITY by Albert' William Zechmann A Dissertation Submitted to the Graduate Faculty in Partial Fulfillment of The Requirements for the Degree of DOCTOR OF PHILOSOPHY Major Subject: Applied Mathematics Approved: Signature was redacted for privacy. In Chargé of Major Work Signature was redacted for privacy. n4ad' of Major Department Signature was redacted for privacy. Deai of GraduaWï College Iowa State University Of Science and Technology Ames, Iowa 19.61 il TABLE OF CONTENTS Page NOTATION % iii INTRODUCTION 1 THE PRENOSOLOGICAL APPROACH 4 FORMULATION OF THE VISCOELASTIO PROBLEM 36 THE SOLUTION OF LINEAR VISCOELASTIO PROBLEMS 44 A METHOD FOR OBTAINING SECOND ORDER SOLUTIONS FOR QUASI-STATIC PROBLEMS . -
Elasticity and Viscoelasticity
CHAPTER 2 Elasticity and Viscoelasticity CHAPTER 2.1 Introduction to Elasticity and Viscoelasticity JEAN LEMAITRE Universite! Paris 6, LMT-Cachan, 61 avenue du President! Wilson, 94235 Cachan Cedex, France For all solid materials there is a domain in stress space in which strains are reversible due to small relative movements of atoms. For many materials like metals, ceramics, concrete, wood and polymers, in a small range of strains, the hypotheses of isotropy and linearity are good enough for many engineering purposes. Then the classical Hooke’s law of elasticity applies. It can be de- rived from a quadratic form of the state potential, depending on two parameters characteristics of each material: the Young’s modulus E and the Poisson’s ratio n. 1 c * ¼ A s s ð1Þ 2r ijklðE;nÞ ij kl @c * 1 þ n n eij ¼ r ¼ sij À skkdij ð2Þ @sij E E Eandn are identified from tensile tests either in statics or dynamics. A great deal of accuracy is needed in the measurement of the longitudinal and transverse strains (de Æ10À6 in absolute value). When structural calculations are performed under the approximation of plane stress (thin sheets) or plane strain (thick sheets), it is convenient to write these conditions in the constitutive equation. Plane stress ðs33 ¼ s13 ¼ s23 ¼ 0Þ: 2 3 1 n 6 À 0 7 2 3 6 E E 72 3 6 7 e11 6 7 s11 6 7 6 1 76 7 4 e22 5 ¼ 6 0 74 s22 5 ð3Þ 6 E 7 6 7 e12 4 5 s12 1 þ n Sym E Handbook of Materials Behavior Models Copyright # 2001 by Academic Press.