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Viscoelasticity

From Wikipedia, the free encyclopedia
Property of materials with both viscous and elastic characteristics under deformation
Part of a series on
Continuum mechanics
J=Ddφdx{\displaystyle J=-D{\frac {d\varphi }{dx}}}

Inmaterials science andcontinuum mechanics,viscoelasticity is the property ofmaterials that exhibit bothviscous andelastic characteristics when undergoingdeformation. Viscous materials, like water, resist bothshear flow andstrain linearly with time when astress is applied. Elastic materials strain when stretched and immediately return to their original state once the stress is removed.

Viscoelastic materials have elements of both of these properties and, as such, exhibit time-dependent strain. Whereas elasticity is usually the result ofbond stretching alongcrystallographic planes in an ordered solid, viscosity is the result of the diffusion of atoms or molecules inside anamorphous material.[1]

Background

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In the nineteenth century, physicists such asJames Clerk Maxwell,Ludwig Boltzmann, andLord Kelvin researched and experimented withcreep and recovery ofglasses,metals, andrubbers. Viscoelasticity was further examined in the late twentieth century whensynthetic polymers were engineered and used in a variety of applications.[2] Viscoelasticity calculations depend heavily on theviscosity variable,η. The inverse ofη is also known asfluidity,φ. The value of either can be derived as afunction of temperature or as a given value (i.e. for adashpot).[1]

Different types of responses(σ{\displaystyle \sigma }) to a change in strain rate(dε/dt{\displaystyle d\varepsilon /dt})

Depending on the change of strain rate versus stress inside a material, the viscosity can be categorized as having a linear, non-linear, or plastic response. When a material exhibits a linear response it is categorized as aNewtonian material. In this case the stress is linearly proportional to the strain rate. If the material exhibits a non-linear response to the strain rate, it is categorized asnon-Newtonian fluid. There is also an interesting case where the viscosity decreases as the shear/strain rate remains constant. A material which exhibits this type of behavior is known asthixotropic. In addition, when the stress is independent of this strain rate, the material exhibits plastic deformation.[1] Many viscoelastic materials exhibitrubber like behavior explained by the thermodynamic theory of polymer elasticity.

Some examples of viscoelastic materials are amorphous polymers, semicrystalline polymers, biopolymers, metals at very high temperatures, and bitumen materials. Cracking occurs when the strain is applied quickly and outside of the elastic limit.Ligaments andtendons are viscoelastic, so the extent of the potential damage to them depends on both the rate of the change of their length and the force applied.[citation needed]

A viscoelastic material has the following properties:

Elastic versus viscoelastic behavior

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Stress–strain curves for a purely elastic material (a) and a viscoelastic material (b). The red area is ahysteresis loop and shows the amount of energy lost (as heat) in a loading and unloading cycle. It is equal toσdε{\textstyle \oint \sigma \,d\varepsilon }, whereσ{\displaystyle \sigma } is stress andε{\displaystyle \varepsilon } is strain.[1]

Unlike purely elastic substances, a viscoelastic substance has an elastic component and a viscous component. Theviscosity of a viscoelastic substance gives the substance a strain rate dependence on time. Purely elastic materials do not dissipate energy (heat) when a load is applied, then removed. However, a viscoelastic substance dissipates energy when a load is applied, then removed.Hysteresis is observed in the stress–strain curve, with the area of the loop being equal to the energy lost during the loading cycle. Since viscosity is the resistance to thermally activated plastic deformation, a viscous material will lose energy through a loading cycle. Plastic deformation results in lost energy, which is uncharacteristic of a purely elastic material's reaction to a loading cycle.[1]

Specifically, viscoelasticity is a molecular rearrangement. When a stress is applied to a viscoelastic material such as apolymer, parts of the long polymer chain change positions. This movement or rearrangement is calledcreep. Polymers remain a solid material even when these parts of their chains are rearranging in order to accommodate the stress, and as this occurs, it creates a back stress in the material. When the back stress is the same magnitude as the applied stress, the material no longer creeps. When the original stress is taken away, the accumulated back stresses will cause the polymer to return to its original form. The material creeps, which gives the prefix visco-, and the material fully recovers, which gives the suffix -elasticity.[2]

Linear viscoelasticity and nonlinear viscoelasticity

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Linear viscoelasticity is when the function isseparable in both creep response and load. All linear viscoelastic models can be represented by aVolterra equation connectingstress andstrain:ε(t)=σ(t)Einst,creep+0tK(tt)σ˙(t)dt{\displaystyle \varepsilon (t)={\frac {\sigma (t)}{E_{\text{inst,creep}}}}+\int _{0}^{t}K(t-t'){\dot {\sigma }}(t')dt'}orσ(t)=Einst,relaxε(t)+0tF(tt)ε˙(t)dt{\displaystyle \sigma (t)=E_{\text{inst,relax}}\varepsilon (t)+\int _{0}^{t}F(t-t'){\dot {\varepsilon }}(t')dt'}where

Linear viscoelasticity is usually applicable only for smalldeformations.

Nonlinear viscoelasticity is when the function is not separable. It usually happens when thedeformations are large or if the material changes its properties under deformations. Nonlinear viscoelasticity also elucidates observed phenomena such as normal stresses, shear thinning, and extensional thickening in viscoelastic fluids.[3]

Ananelastic material is a special case of a viscoelastic material: an anelastic material will fully recover to its original state on the removal of load.

When distinguishing between elastic, viscous, and forms of viscoelastic behavior, it is helpful to reference the time scale of the measurement relative to the relaxation times of the material being observed, known as the Deborah number (De) where:[3]De=λ/t{\displaystyle De=\lambda /t}where

Dynamic modulus

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Main article:Dynamic modulus

Viscoelasticity is studied usingdynamic mechanical analysis, applying a small oscillatory stress and measuring the resulting strain.

  • Purely elastic materials have stress and strain in phase, so that the response of one caused by the other is immediate.
  • In purely viscous materials, strain lags stress by a 90 degree phase.
  • Viscoelastic materials exhibit behavior somewhere in the middle of these two types of material, exhibiting some lag in strain.

A complexdynamic modulus G can be used to represent the relations between the oscillating stress and strain:G=G+iG{\displaystyle G=G'+iG''}wherei2=1{\displaystyle i^{2}=-1};G{\displaystyle G'} is thestorage modulus andG{\displaystyle G''} is theloss modulus:G=σ0ε0cosδ{\displaystyle G'={\frac {\sigma _{0}}{\varepsilon _{0}}}\cos \delta }G=σ0ε0sinδ{\displaystyle G''={\frac {\sigma _{0}}{\varepsilon _{0}}}\sin \delta }whereσ0{\displaystyle \sigma _{0}} andε0{\displaystyle \varepsilon _{0}} are the amplitudes of stress and strain respectively, andδ{\displaystyle \delta } is the phase shift between them.

Constitutive models of linear viscoelasticity

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Comparison of creep and stress relaxation for three and four element models

Viscoelastic materials, such as amorphous polymers, semicrystalline polymers, biopolymers and even the living tissue and cells,[4] can be modeled in order to determine their stress and strain or force and displacement interactions as well as their temporal dependencies. These models, which include theMaxwell model, theKelvin–Voigt model, thestandard linear solid model, and theBurgers model, are used to predict a material's response under different loading conditions.

Viscoelastic behavior has elastic and viscous components modeled as linear combinations ofsprings anddashpots, respectively. Each model differs in the arrangement of these elements, and all of these viscoelastic models can be equivalently modeled as electrical circuits.

In an equivalent electrical circuit, stress is represented by current, andstrain rate by voltage. The elastic modulus of a spring is analogous to the inverse of a circuit'sinductance (it stores energy) and the viscosity of a dashpot to a circuit'sresistance (it dissipates energy).

The elastic components, as previously mentioned, can be modeled assprings of elastic constant E, given the formula:σ=Eε{\displaystyle \sigma =E\varepsilon }where σ is the stress, E is the elastic modulus of the material, and ε is the strain that occurs under the given stress, similar toHooke's law.

The viscous components can be modeled asdashpots such that the stress–strain rate relationship can be given as,σ=ηdεdt{\displaystyle \sigma =\eta {\frac {d\varepsilon }{dt}}}where σ is the stress, η is the viscosity of the material, and dε/dt is the time derivative of strain.

The relationship between stress and strain can be simplified for specific stress or strain rates. For high stress or strain rates/short time periods, the time derivative components of the stress–strain relationship dominate. In these conditions it can be approximated as a rigid rod capable of sustaining high loads without deforming. Hence, the dashpot can be considered to be a "short-circuit".[5][6]

Conversely, for low stress states/longer time periods, the time derivative components are negligible and the dashpot can be effectively removed from the system – an "open" circuit.[6] As a result, only the spring connected in parallel to the dashpot will contribute to the total strain in the system.[5]

Maxwell model

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Main article:Maxwell material
Maxwell model

The Maxwell model can be represented by a purely viscous damper and a purely elastic spring connected in series, as shown in the diagram. The model can be represented by the following equation:σ+ηEσ˙=ηε˙{\displaystyle \sigma +{\frac {\eta }{E}}{\dot {\sigma }}=\eta {\dot {\varepsilon }}}

Under this model, if the material is put under a constant strain, the stresses graduallyrelax. When a material is put under a constant stress, the strain has two components. First, an elastic component occurs instantaneously, corresponding to the spring, and relaxes immediately upon release of the stress. The second is a viscous component that grows with time as long as the stress is applied. The Maxwell model predicts that stress decays exponentially with time, which is accurate for most polymers. One limitation of this model is that it does not predict creep accurately. The Maxwell model for creep or constant-stress conditions postulates that strain will increase linearly with time. However, polymers for the most part show the strain rate to be decreasing with time.[2]

This model can be applied to soft solids: thermoplastic polymers in the vicinity of their melting temperature, fresh concrete (neglecting its aging), and numerous metals at a temperature close to their melting point.

The equation introduced here, however, lacks a consistent derivation from more microscopic model and is not observer independent. TheUpper-convected Maxwell model is its sound formulation in tems of theCauchy stress tensor and constitutes the simplest tensorial constitutive model for viscoelasticity (see e.g.[7] or[6] ).

Kelvin–Voigt model

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Main article:Kelvin–Voigt material
Schematic representation of Kelvin–Voigt model

The Kelvin–Voigt model, also known as the Voigt model, consists of a Newtonian damper and Hookean elastic spring connected in parallel, as shown in the picture. It is used to explain the creep behaviour of polymers.

The constitutive relation is expressed as a linear first-order differential equation:σ=Eε+ηε˙{\displaystyle \sigma =E\varepsilon +\eta {\dot {\varepsilon }}}

This model represents a solid undergoing reversible, viscoelastic strain. Upon application of a constant stress, the material deforms at a decreasing rate, asymptotically approaching the steady-state strain. When the stress is released, the material gradually relaxes to its undeformed state. At constant stress (creep), the model is quite realistic as it predicts strain to tend to σ/E as time continues to infinity. Similar to the Maxwell model, the Kelvin–Voigt model also has limitations. The model is extremely good with modelling creep in materials, but with regards to relaxation the model is much less accurate.[8]

This model can be applied to organic polymers, rubber, and wood when the load is not too high.

Standard linear solid model

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Main article:Standard linear solid model

The standard linear solid model, also known as the Zener model, consists of two springs and a dashpot. It is the simplest model that describes both the creep and stress relaxation behaviors of a viscoelastic material properly. For this model, the governing constitutive relations are:

Maxwell representationKelvin representation
σ+ηE2σ˙=E1ε+η(E1+E2)E2ε˙{\displaystyle \sigma +{\frac {\eta }{E_{2}}}{\dot {\sigma }}=E_{1}\varepsilon +{\frac {\eta (E_{1}+E_{2})}{E_{2}}}{\dot {\varepsilon }}}σ+ηE1+E2σ˙=E1E2E1+E2ε+E1ηE1+E2ε˙{\displaystyle \sigma +{\frac {\eta }{E_{1}+E_{2}}}{\dot {\sigma }}={\frac {E_{1}E_{2}}{E_{1}+E_{2}}}\varepsilon +{\frac {E_{1}\eta }{E_{1}+E_{2}}}{\dot {\varepsilon }}}

Under a constant stress, the modeled material will instantaneously deform to some strain, which is the instantaneous elastic portion of the strain. After that it will continue to deform and asymptotically approach a steady-state strain, which is the retarded elastic portion of the strain. Although the standard linear solid model is more accurate than the Maxwell and Kelvin–Voigt models in predicting material responses, mathematically it returns inaccurate results for strain under specific loading conditions.

Jeffreys model

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The Jeffreys model like the Zener model is a three element model. It consist of two dashpots and a spring.[9]

Jeffreys model

It was proposed in 1929 byHarold Jeffreys to studyEarth's mantle.[10]

Burgers model

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Main article:Burgers material

The Burgers model consists of either two Maxwell components in parallel or a Kelvin–Voigt component, a spring and a dashpot in series. For this model, the governing constitutive relations are:

Maxwell representationKelvin representation
σ+(η1E1+η2E2)σ˙+η1η2E1E2σ¨=(η1+η2)ε˙+η1η2(E1+E2)E1E2ε¨{\displaystyle \sigma +\left({\frac {\eta _{1}}{E_{1}}}+{\frac {\eta _{2}}{E_{2}}}\right){\dot {\sigma }}+{\frac {\eta _{1}\eta _{2}}{E_{1}E_{2}}}{\ddot {\sigma }}=\left(\eta _{1}+\eta _{2}\right){\dot {\varepsilon }}+{\frac {\eta _{1}\eta _{2}\left(E_{1}+E_{2}\right)}{E_{1}E_{2}}}{\ddot {\varepsilon }}}σ+(η1E1+η2E1+η2E2)σ˙+η1η2E1E2σ¨=η2ε˙+η1η2E1ε¨{\displaystyle \sigma +\left({\frac {\eta _{1}}{E_{1}}}+{\frac {\eta _{2}}{E_{1}}}+{\frac {\eta _{2}}{E_{2}}}\right){\dot {\sigma }}+{\frac {\eta _{1}\eta _{2}}{E_{1}E_{2}}}{\ddot {\sigma }}=\eta _{2}{\dot {\varepsilon }}+{\frac {\eta _{1}\eta _{2}}{E_{1}}}{\ddot {\varepsilon }}}

This model incorporates viscous flow into the standard linear solid model, giving a linearly increasing asymptote for strain under fixed loading conditions.

Generalized Maxwell model

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Main article:Generalized Maxwell model
Schematic of Maxwell-Wiechert Model

The generalized Maxwell model, also known as the Wiechert model, is the most general form of the linear model for viscoelasticity. It takes into account that therelaxation does not occur at a single time, but at a distribution of times. Due to molecular segments of different lengths with shorter ones contributing less than longer ones, there is a varying time distribution. The Wiechert model shows this by having as many spring–dashpot Maxwell elements as necessary to accurately represent the distribution. The figure on the right shows the generalised Wiechert model.[11]Applications: metals and alloys at temperatures lower than one quarter of their absolute melting temperature (expressed in K).

Constitutive models for nonlinear viscoelasticity

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Non-linear viscoelastic constitutive equations are needed to quantitatively account for phenomena in fluids like differences in normal stresses, shear thinning, and extensional thickening.[3] Necessarily, the history experienced by the material is needed to account for time-dependent behavior, and is typically included in models as a history kernelK.[12]

Second-order fluid

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Main article:Second-order fluid

The second-order fluid is typically considered the simplest nonlinear viscoelastic model, and typically occurs in a narrow region of materials behavior occurring at high strain amplitudes and Deborah number between Newtonian fluids and other more complicated nonlinear viscoelastic fluids.[3] The second-order fluid constitutive equation is given by:

T=pI+2η0Dψ1D+4ψ2DD{\displaystyle \mathbf {T} =-p\mathbf {I} +2\eta _{0}\mathbf {D} -\psi _{1}\mathbf {D} ^{\triangledown }+4\psi _{2}\mathbf {D} \cdot \mathbf {D} }

where:

Upper-convected Maxwell model

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Main article:Upper-convected Maxwell model

The upper-convected Maxwell model incorporates nonlinear time behavior into the viscoelastic Maxwell model, given by:[3]

τ+λτ=2η0D{\displaystyle \mathbf {\tau } +\lambda \mathbf {\tau } ^{\triangledown }=2\eta _{0}\mathbf {D} }whereτ{\displaystyle \mathbf {\tau } } denotes the stress tensor.

Oldroyd-B model

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Main article:Oldroyd-B model

The Oldroyd-B model is an extension of theUpper Convected Maxwell model and is interpreted as a solvent filled with elastic bead and spring dumbbells.The model is named after its creatorJames G. Oldroyd.[13][14][15]

The model can be written as:T+λ1T=2η0(D+λ2D){\displaystyle \mathbf {T} +\lambda _{1}{\stackrel {\nabla }{\mathbf {T} }}=2\eta _{0}(\mathbf {D} +\lambda _{2}{\stackrel {\nabla }{\mathbf {D} }})}where:

Whilst the model gives good approximations of viscoelastic fluids in shear flow, it has an unphysical singularity in extensional flow, where the dumbbells are infinitely stretched. This is, however, specific to idealised flow; in the case of a cross-slot geometry the extensional flow is not ideal, so the stress, although singular, remains integrable, although the stress is infinite in a correspondingly infinitely small region.[15]

If the solvent viscosity is zero, the Oldroyd-B becomes theupper convected Maxwell model.

Wagner model

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Main article:Wagner model

Wagner model is might be considered as a simplified practical form of the Bernstein–Kearsley–Zapas model. The model was developed by German rheologistManfred Wagner.

For theisothermal conditions the model can be written as:σ(t)=pI+tM(tt)h(I1,I2)B(t)dt{\displaystyle \mathbf {\sigma } (t)=-p\mathbf {I} +\int _{-\infty }^{t}M(t-t')h(I_{1},I_{2})\mathbf {B} (t')\,dt'}

where:

Thestrain damping function is usually written as:h(I1,I2)=mexp(n1I13)+(1m)exp(n2I23){\displaystyle h(I_{1},I_{2})=m^{*}\exp(-n_{1}{\sqrt {I_{1}-3}})+(1-m^{*})\exp(-n_{2}{\sqrt {I_{2}-3}})}If the value of the strain hardening function is equal to one, then the deformation is small; if it approaches zero, then the deformations are large.[16][17]

Prony series

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Main article:Prony's method

In a one-dimensional relaxation test, the material is subjected to a sudden strain that is kept constant over the duration of the test, and the stress is measured over time. The initial stress is due to the elastic response of the material. Then, the stress relaxes over time due to the viscous effects in the material. Typically, either a tensile, compressive, bulk compression, or shear strain is applied. The resulting stress vs. time data can be fitted with a number of equations, called models. Only the notation changes depending on the type of strain applied: tensile-compressive relaxation is denotedE{\displaystyle E}, shear is denotedG{\displaystyle G}, bulk is denotedK{\displaystyle K}. The Prony series for the shear relaxation is

G(t)=G+i=1NGiexp(t/τi){\displaystyle G(t)=G_{\infty }+\sum _{i=1}^{N}G_{i}\exp(-t/\tau _{i})}

whereG{\displaystyle G_{\infty }} is the long term modulus once the material is totally relaxed,τi{\displaystyle \tau _{i}} are the relaxation times (not to be confused withτi{\displaystyle \tau _{i}} in the diagram); the higher their values, the longer it takes for the stress to relax. The data is fitted with the equation by using a minimization algorithm that adjust the parameters (G,Gi,τi{\displaystyle G_{\infty },G_{i},\tau _{i}}) to minimize the error between the predicted and data values.[18]

An alternative form is obtained noting that the elastic modulus is related to the long term modulus by

G(t=0)=G0=G+i=1NGi{\displaystyle G(t=0)=G_{0}=G_{\infty }+\sum _{i=1}^{N}G_{i}}

Therefore,

G(t)=G0i=1NGi[1et/τi]{\displaystyle G(t)=G_{0}-\sum _{i=1}^{N}G_{i}\left[1-e^{-t/\tau _{i}}\right]}

This form is convenient when the elastic shear modulusG0{\displaystyle G_{0}} is obtained from data independent from the relaxation data, and/or for computer implementation, when it is desired to specify the elastic properties separately from the viscous properties, as in Simulia (2010).[19]

A creep experiment is usually easier to perform than a relaxation one, so most data is available as (creep) compliance vs. time.[20] Unfortunately, there is no known closed form for the (creep) compliance in terms of the coefficient of the Pronyseries. So, if one has creep data, it is not easy to get the coefficients of the (relaxation) Prony series, which are needed for example in.[19] An expedient way to obtain these coefficients is the following. First, fit the creep data with a model that has closed form solutions in both compliance and relaxation; for example the Maxwell-Kelvin model(eq. 7.18-7.19) in Barbero (2007)[21] or the Standard Solid Model (eq. 7.20-7.21) in Barbero (2007)[21] (section 7.1.3). Once the parameters of the creep model are known, produce relaxation pseudo-data with the conjugate relaxation model for the sametimes of the original data. Finally, fit the pseudo data with the Prony series.

Effect of temperature

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Main article:Time–temperature superposition

The secondary bonds of a polymer constantly break and reform due to thermal motion. Application of a stress favors some conformations over others, so the molecules of the polymer will gradually "flow" into the favored conformations over time.[22] Because thermal motion is one factor contributing to the deformation of polymers, viscoelastic properties change with increasing or decreasing temperature. In most cases, the creep modulus, defined as the ratio of applied stress to the time-dependent strain, decreases with increasing temperature. Generally speaking, an increase in temperature correlates to a logarithmic decrease in the time required to impart equal strain under a constant stress. In other words, it takes less work to stretch a viscoelastic material an equal distance at a higher temperature than it does at a lower temperature.

More detailed effect of temperature on the viscoelastic behavior of polymer can be plotted as shown.

There are mainly five regions (some denoted four, which combines IV and V together) included in the typical polymers.[23]

  • Region I: Glassy state of the polymer is presented in this region. The temperature in this region for a given polymer is too low to endow molecular motion. Hence the motion of the molecules is frozen in this area. The mechanical property is hard and brittle in this region.[24]
  • Region II: Polymer passes glass transition temperature in this region. Beyond Tg, the thermal energy provided by the environment is enough to unfreeze the motion of molecules. The molecules are allowed to have local motion in this region hence leading to a sharp drop in stiffness compared to Region I.
  • Region III: Rubbery plateau region. Materials lie in this region would exist long-range elasticity driven by entropy. For instance, a rubber band is disordered in the initial state of this region. When stretching the rubber band, you also align the structure to be more ordered. Therefore, when releasing the rubber band, it will spontaneously seek higher entropy state hence goes back to its initial state. This is what we called entropy-driven elasticity shape recovery.
  • Region IV: The behavior in the rubbery flow region is highly time-dependent. Polymers in this region would need to use a time-temperature superposition to get more detailed information to cautiously decide how to use the materials. For instance, if the material is used to cope with short interaction time purpose, it could present as 'hard' material. While using for long interaction time purposes, it would act as 'soft' material.[25]
  • Region V: Viscous polymer flows easily in this region. Another significant drop in stiffness.
Temperature dependence of modulus

Extreme cold temperatures can cause viscoelastic materials to change to theglass phase and becomebrittle. For example, exposure ofpressure sensitive adhesives to extreme cold (dry ice,freeze spray, etc.) causes them to lose their tack, resulting in debonding.

Viscoelastic creep

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Main article:Creep (deformation)
a) Applied stress and b) induced strain as functions of time over a short period for a viscoelastic material.

When subjected to a step constant stress, viscoelastic materials experience a time-dependent increase in strain. This phenomenon is known as viscoelastic creep.

At timet0{\displaystyle t_{0}}, a viscoelastic material is loaded with a constant stress that is maintained for a sufficiently long time period. The material responds to the stress with a strain that increases until the material ultimately fails, if it is a viscoelastic liquid. If, on the other hand, it is a viscoelastic solid, it may or may not fail depending on the applied stress versus the material's ultimate resistance. When the stress is maintained for a shorter time period, the material undergoes an initial strain until a timet1{\displaystyle t_{1}}, after which the strain immediately decreases (discontinuity) then gradually decreases at timest>t1{\displaystyle t>t_{1}} to a residual strain.

Viscoelastic creep data can be presented by plotting the creep modulus (constant applied stress divided by total strain at a particular time) as a function of time.[26] Below its critical stress, the viscoelastic creep modulus is independent of stress applied. A family of curves describing strain versus time response to various applied stress may be represented by a single viscoelastic creep modulus versus time curve if the applied stresses are below the material's critical stress value.

Viscoelastic creep is important when considering long-term structural design. Given loading and temperature conditions, designers can choose materials that best suit component lifetimes.

Measurement

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Shear rheometry

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Shear rheometers are based on the idea of putting the material to be measured between two plates, one or both of which move in a shear direction to induce stresses and strains in the material. The testing can be done at constant strain rate, stress, or in an oscillatory fashion (a form ofdynamic mechanical analysis).[27] Shear rheometers are typically limited by edge effects where the material may leak out from between the two plates and slipping at the material/plate interface.

Extensional rheometry

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Extensional rheometers, also known as extensiometers, measure viscoelastic properties by pulling a viscoelastic fluid, typically uniaxially.[28] Because this typically makes use of capillary forces and confines the fluid to a narrow geometry, the technique is often limited to fluids with relatively low viscosity like dilute polymer solutions or some molten polymers.[28] Extensional rheometers are also limited by edge effects at the ends of the extensiometer and pressure differences between inside and outside the capillary.[3]

Despite the apparent limitations mentioned above, extensional rheometry can also be performed on high viscosity fluids. Although this requires the use of different instruments, these techniques and apparatuses allow for the study of the extensional viscoelastic properties of materials such as polymer melts. Three of the most common extensional rheometry instruments developed within the last 50 years are the Meissner-type rheometer, the filament stretching rheometer (FiSER), and the Sentmanat Extensional Rheometer (SER).

The Meissner-type rheometer, developed by Meissner and Hostettler in 1996, uses two sets of counter-rotating rollers to strain a sample uniaxially.[29] This method uses a constant sample length throughout the experiment, and supports the sample in between the rollers via an air cushion to eliminate sample sagging effects. It does suffer from a few issues – for one, the fluid may slip at the belts which leads to lower strain rates than one would expect. Additionally, this equipment is challenging to operate and costly to purchase and maintain.

The FiSER rheometer simply contains fluid in between two plates. During an experiment, the top plate is held steady and a force is applied to the bottom plate, moving it away from the top one.[30] The strain rate is measured by the rate of change of the sample radius at its middle. It is calculated using the following equation:ϵ˙=2RdRdt{\displaystyle {\dot {\epsilon }}=-{\frac {2}{R}}{dR \over dt}}whereR{\displaystyle R} is the mid-radius value andϵ˙{\displaystyle {\dot {\epsilon }}} is the strain rate. The viscosity of the sample is then calculated using the following equation:η=FπR2ϵ˙{\displaystyle \eta ={\frac {F}{\pi R^{2}{\dot {\epsilon }}}}}whereη{\displaystyle \eta } is the sample viscosity, andF{\displaystyle F} is the force applied to the sample to pull it apart.

Much like the Meissner-type rheometer, the SER rheometer uses a set of two rollers to strain a sample at a given rate.[31] It then calculates the sample viscosity using the well known equation:σ=ηϵ˙{\displaystyle \sigma =\eta {\dot {\epsilon }}}whereσ{\displaystyle \sigma } is the stress,η{\displaystyle \eta } is the viscosity andϵ˙{\displaystyle {\dot {\epsilon }}} is the strain rate. The stress in this case is determined via torque transducers present in the instrument. The small size of this instrument makes it easy to use and eliminates sample sagging between the rollers. A schematic detailing the operation of the SER extensional rheometer can be found on the right.

Schematic of the SER extensional rheometer. The sample (brown) is held to two cylinders (grey) which are then counterrotated at varying strain rates. The torque required to strain the sample at these rates is calculated via a set of torque transducers present in the instrument. These torque values are then converted to stress values, and the stresses and strain rates are then used to determine the viscosity of the sample.

Other methods

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Though there are many instruments that test the mechanical and viscoelastic response of materials,broadband viscoelastic spectroscopy (BVS) andresonant ultrasound spectroscopy (RUS) are more commonly used to test viscoelastic behavior because they can be used above and below ambient temperatures and are more specific to testing viscoelasticity. These two instruments employ a damping mechanism at various frequencies and time ranges with no appeal totime–temperature superposition. Using BVS and RUS to study the mechanical properties of materials is important to understanding how a material exhibiting viscoelasticity will perform.[32]

See also

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References

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  2. ^abcMcCrum, Buckley, and Bucknell (2003): "Principles of Polymer Engineering," 117-176.
  3. ^abcdefgMacosko, Christopher W. (1994).Rheology : principles, measurements, and applications. New York: VCH.ISBN 978-1-60119-575-3.OCLC 232602530.
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