Physics:Rule of mixtures

From HandWiki
Short description: Relation between properties and composition of a compound
The upper and lower bounds on the elastic modulus of a composite material assuming equal Poisson's coefficients.

In materials science, a general rule of mixtures is a weighted mean used to predict various properties of a composite material .[1][2][3] It provides a theoretical upper- and lower-bound on properties such as the elastic modulus,[1] ultimate tensile strength, thermal conductivity, and electrical conductivity.[3] In general there are two models, the rule of mixtures for axial loading (Voigt model),[2][4] and the inverse rule of mixtures for transverse loading (Reuss model).[2][5]

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∥=fEf+(1−f)Em

The inverse rule of mixtures states that in the direction perpendicular to the fibers, the property could be as low as

E⊥=(fEf+1−fEm)−1.

where

  • f=VfVf+Vm is the volume fraction of the fibers
  • E∥ is the material property of the composite parallel to the fibers
  • E⊥ is the material property of the composite perpendicular to the fibers
  • Ef is the material property of the fibers
  • Em 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.[2]

Derivation for elastic modulus

Rule of mixtures / Voigt model / equal strain

Consider a composite material under uniaxial tension σ∞. If the material is to stay intact, the strain of the fibers, ϵf must equal the strain of the matrix, ϵm. Hooke's law for uniaxial tension hence gives

σfEf=ϵf=ϵm=σmEm

 

 

 

 

(1)

where σf, Ef, σm, Em 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

σ∞=fσf+(1−f)σm

 

 

 

 

(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 σ∞=E∥ϵc for some elastic modulus of the composite parallel to the fibres E∥ and some strain of the composite ϵc, then equations 1 and 2 can be combined to give

E∥ϵc=fEfϵf+(1−f)Emϵm.

Finally, since ϵc=ϵf=ϵm, the overall elastic modulus of the composite can be expressed as[6]

E∥=fEf+(1−f)Em.

Assuming the Poisson's ratio of the two materials is the same, this represents the upper bound of the composite's elastic modulus.[7]

Inverse rule of mixtures / Reuss model / equal stress

Now let the composite material be loaded perpendicular to the fibers, assuming that σ∞=σf=σm. The overall strain in the composite is distributed between the materials such that

ϵc=fϵf+(1−f)ϵm.

The overall modulus in the material is then given by

E⊥=σ∞ϵc=σffϵf+(1−f)ϵm=(fEf+1−fEm)−1

since σf=Efϵf, σm=Emϵm.[6]

Other properties

Similar derivations give the rules of mixtures for

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:[8]

(Ec)k=f(Ef)k+(1−f)(Em)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 Ei and volume fraction Vi, where

∑i=1nVi=1,

then the rule of mixtures can be shown to give:

Ec=∑i=1nViEi

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

1Ec=∑i=1nViEi.

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

(Ec)k=∑i=1nVi(Ei)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

  1. ↑ 1.0 1.1 Alger, Mark. S. M. (1997). Polymer Science Dictionary (2nd ed.). Springer Publishing. ISBN 0412608707. 
  2. ↑ 2.0 2.1 2.2 2.3 "Stiffness of long fibre composites". University of Cambridge. http://www.doitpoms.ac.uk/tlplib/fibre_composites/stiffness.php. Retrieved 1 January 2013. 
  3. ↑ 3.0 3.1 Askeland, Donald R.; Fulay, Pradeep P.; Wright, Wendelin J. (2010-06-21). The Science and Engineering of Materials (6th ed.). Cengage Learning. ISBN 9780495296027. 
  4. ↑ Voigt, W. (1889). "Ueber die Beziehung zwischen den beiden Elasticitätsconstanten isotroper Körper". Annalen der Physik 274 (12): 573–587. doi:10.1002/andp.18892741206. Bibcode: 1889AnP...274..573V. https://zenodo.org/record/1423864. 
  5. ↑ Reuss, A. (1929). "Berechnung der Fließgrenze von Mischkristallen auf Grund der Plastizitätsbedingung für Einkristalle". Zeitschrift für Angewandte Mathematik und Mechanik 9 (1): 49–58. doi:10.1002/zamm.19290090104. Bibcode: 1929ZaMM....9...49R. 
  6. ↑ 6.0 6.1 "Derivation of the rule of mixtures and inverse rule of mixtures". University of Cambridge. http://www.doitpoms.ac.uk/tlplib/bones/derivation_mixture_rules.php. Retrieved 1 January 2013. 
  7. ↑ Yu, Wenbin (2024). "Common Misconceptions on Rules of Mixtures for Predicting Elastic Properties of Composites". AIAA Journal 62 (5): 1982–1987. doi:10.2514/1.J063863. Bibcode: 2024AIAAJ..62.1982Y. 
  8. ↑ Soboyejo, W. O. (2003). "9.3.1 Constant-Strain and Constant-Stress Rules of Mixtures". Mechanical properties of engineered materials. Marcel Dekker. ISBN 0-8247-8900-8. OCLC 300921090.