Rule of mixtures

{{Short description|Relation between properties and composition of a compound}}

File:Composite elastic modulus.svg

In materials science, a general rule of mixtures is a weighted mean used to predict various properties of a composite material .{{cite book|last=Alger|first=Mark. S. M.|title=Polymer Science Dictionary|edition=2nd|year=1997|publisher=Springer Publishing|isbn=0412608707}}{{cite web|url=http://www.doitpoms.ac.uk/tlplib/fibre_composites/stiffness.php|title=Stiffness of long fibre composites|publisher=University of Cambridge|accessdate=1 January 2013}}{{cite book|last1=Askeland|first1=Donald R.|last2=Fulay|first2=Pradeep P.|last3=Wright|first3=Wendelin J.|title=The Science and Engineering of Materials|edition=6th|date=2010-06-21|publisher=Cengage Learning|isbn=9780495296027}} It provides a theoretical upper- and lower-bound on properties such as the elastic modulus, ultimate tensile strength, thermal conductivity, and electrical conductivity. In general there are two models, the rule of mixtures for axial loading (Voigt model),{{cite journal|last=Voigt|first=W.|title=Ueber die Beziehung zwischen den beiden Elasticitätsconstanten isotroper Körper|journal=Annalen der Physik|year=1889|volume=274|issue=12 |pages=573–587|doi=10.1002/andp.18892741206|bibcode = 1889AnP...274..573V |url=https://zenodo.org/record/1423864}} and the inverse rule of mixtures for transverse loading (Reuss model).{{cite journal|last=Reuss|first=A.|title=Berechnung der Fließgrenze von Mischkristallen auf Grund der Plastizitätsbedingung für Einkristalle|journal=Zeitschrift für Angewandte Mathematik und Mechanik|year=1929|volume=9|issue=1 |pages=49–58|doi=10.1002/zamm.19290090104|bibcode=1929ZaMM....9...49R}}

For some material property E, the rule of mixtures states that the overall property in the direction parallel to the fibers could be as high as

: E_\parallel = fE_f + \left(1-f\right)E_m

The inverse rule of mixtures states that in the direction perpendicular to the fibers, the elastic modulus of a composite could be as low as

:E_\perp = \left(\frac{f}{E_f} + \frac{1-f}{E_m}\right)^{-1}.

where

  • f = \frac{V_f}{V_f + V_m} is the volume fraction of the fibers
  • E_\parallel is the material property of the composite parallel to the fibers
  • E_\perp is the material property of the composite perpendicular to the fibers
  • E_f is the material property of the fibers
  • E_m is the material property of the matrix

If the property under study is the elastic modulus, these properties are known as the upper-bound modulus, corresponding to loading parallel to the fibers; and the lower-bound modulus, corresponding to transverse loading.

Derivation for elastic modulus

= Rule of mixtures / Voigt model / equal strain =

Consider a composite material under uniaxial tension \sigma_\infty. If the material is to stay intact, the strain of the fibers, \epsilon_f must equal the strain of the matrix, \epsilon_m. Hooke's law for uniaxial tension hence gives

{{NumBlk|:|\frac{\sigma_f}{E_f} = \epsilon_f = \epsilon_m = \frac{\sigma_m}{E_m}|{{EquationRef|1}}}}

where \sigma_f, E_f, \sigma_m, E_m are the stress and elastic modulus of the fibers and the matrix, respectively. Noting stress to be a force per unit area, a force balance gives that

{{NumBlk|:|\sigma_\infty = f\sigma_f + \left(1-f\right)\sigma_m|{{EquationRef|2}}}}

where f is the volume fraction of the fibers in the composite (and 1-f is the volume fraction of the matrix).

If it is assumed that the composite material behaves as a linear-elastic material, i.e., abiding Hooke's law \sigma_\infty = E_\parallel\epsilon_c for some elastic modulus of the composite parallel to the fibres E_\parallel and some strain of the composite \epsilon_c, then equations {{EquationNote|1}} and {{EquationNote|2}} can be combined to give

:E_\parallel\epsilon_c = fE_f\epsilon_f + \left(1-f\right)E_m\epsilon_m.

Finally, since \epsilon_c = \epsilon_f = \epsilon_m, the overall elastic modulus of the composite can be expressed as{{cite web|url=http://www.doitpoms.ac.uk/tlplib/bones/derivation_mixture_rules.php|title=Derivation of the rule of mixtures and inverse rule of mixtures|publisher=University of Cambridge|accessdate=1 January 2013}}

: E_\parallel = fE_f + \left(1-f\right)E_m.

Assuming the Poisson's ratio of the two materials is the same, this represents the upper bound of the composite's elastic modulus.{{cite journal|title = Common Misconceptions on Rules of Mixtures for Predicting Elastic Properties of Composites| journal = AIAA Journal | author = Yu, Wenbin | year = 2024 | volume = 62 | issue = 5 | pages = 1982–1987 | doi = 10.2514/1.J063863| bibcode = 2024AIAAJ..62.1982Y }}

= Inverse rule of mixtures / Reuss model / equal stress =

Now let the composite material be loaded perpendicular to the fibers, assuming that \sigma_\infty = \sigma_f = \sigma_m. The overall strain in the composite is distributed between the materials such that

:\epsilon_c = f\epsilon_f + \left(1-f\right)\epsilon_m.

The overall modulus in the material is then given by

:E_\perp = \frac{\sigma_\infty}{\epsilon_c} = \frac{\sigma_f}{f\epsilon_f + \left(1-f\right)\epsilon_m} = \left(\frac{f}{E_f} + \frac{1-f}{E_m}\right)^{-1}

since \sigma_f=E_f\epsilon_f, \sigma_m=E_m\epsilon_m.

Other properties

Similar derivations give the rules of mixtures for

  • mass density:\left(\frac{f}{\rho_f}+\frac{1-f}{\rho_c}\right)^{-1} \leq\rho_f\centerdot f+\rho_M\centerdot (1-f) where f is the atomic percent of fiber in the mixture.
  • ultimate tensile strength:\left(\frac{f}{\sigma_{UTS,f}} + \frac{1-f}{\sigma_{UTS,m}}\right)^{-1} \leq \sigma_{UTS,c} \leq f\sigma_{UTS,f} + \left(1-f\right)\sigma_{UTS,m}
  • thermal conductivity:\left(\frac{f}{k_f} + \frac{1-f}{k_m}\right)^{-1} \leq k_c \leq fk_f + \left(1-f\right)k_m
  • electrical conductivity:\left(\frac{f}{\sigma_f} + \frac{1-f}{\sigma_m}\right)^{-1} \leq \sigma_c \leq f\sigma_f + \left(1-f\right)\sigma_m

Generalizations

= Some proportion of rule of mixtures and inverse rule of mixtures =

A generalized equation for any loading condition between isostrain and isostress can be written as:{{cite book |last=Soboyejo |first=W. O. |title=Mechanical properties of engineered materials |date=2003 |publisher=Marcel Dekker |isbn=0-8247-8900-8 |chapter=9.3.1 Constant-Strain and Constant-Stress Rules of Mixtures |oclc=300921090}}

: (E_c)^k = f(E_f)^k + (1-f)(E_m)^k

where k is a value between 1 and −1.

= More than 2 materials =

For a composite containing a mixture of n different materials, each with a material property E_i and volume fraction V_i , where

: \sum_{i = 1}^{n}{V_i} = 1 ,

then the rule of mixtures can be shown to give:

: E_c = \sum_{i = 1}^{n}{V_i E_i}

and the inverse rule of mixtures can be shown to give:

: \frac{1}{E_c} = \sum_{i = 1}^{n}{\frac{V_i}{E_i}} .

Finally, generalizing to some combination of the rule of mixtures and inverse rule of mixtures for an n-component system gives:

:(E_c)^k = \sum_{i=1}^{n}V_i(E_i)^k

See also

When considering the empirical correlation of some physical properties and the chemical composition of compounds, other relationships, rules, or laws, also closely resembles the rule of mixtures:

References

{{reflist}}