Lamé parameters

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In continuum mechanics, Lamé parameters (also called the Lamé coefficients, Lamé constants or Lamé moduli) are two material-dependent quantities denoted by λ and μ that arise in strain-stress relationships.[1] In general, λ and μ are individually referred to as Lamé's first parameter and Lamé's second parameter, respectively. Other names are sometimes employed for one or both parameters, depending on context. For example, the parameter μ is referred to in fluid dynamics as the dynamic viscosity of a fluid (not expressed in the same units); whereas in the context of elasticity, μ is called the shear modulus,[2]: p.333  and is sometimes denoted by G instead of μ. Typically the notation G is seen paired with the use of Young's modulus E, and the notation μ is paired with the use of λ. In homogeneous and isotropic materials, these define Hooke's law in 3D, σ=2με+λtr(ε)I, where σ is the stress tensor, ε the strain tensor, I the identity matrix and tr the trace function. Hooke's law may be written in terms of tensor components using index notation as σij=2μεij+λδijεkk, where δij is the Kronecker delta. The two parameters together constitute a parameterization of the elastic moduli for homogeneous isotropic media, popular in mathematical literature, and are thus related to the other elastic moduli; for instance, the bulk modulus can be expressed as K = λ + 2/3μ. Relations for other moduli are found in the (λ, G) row of the conversions table at the end of this article. Although the shear modulus, μ, must be positive, the Lamé's first parameter, λ, can be negative, in principle; however, for most materials it is also positive. The parameters are named after Gabriel Lamé. They have the same dimension as stress and are usually given in SI unit of stress [Pa].

See also

Further reading

  • K. Feng, Z.-C. Shi, Mathematical Theory of Elastic Structures, Springer New York, ISBN 0-387-51326-4, (1981)
  • G. Mavko, T. Mukerji, J. Dvorkin, The Rock Physics Handbook, Cambridge University Press (paperback), ISBN 0-521-54344-4, (2003)
  • W.S. Slaughter, The Linearized Theory of Elasticity, Birkhäuser, ISBN 0-8176-4117-3, (2002)

References

  1. "Lamé Constants". Weisstein, Eric. Eric Weisstein's World of Science, A Wolfram Web Resource. Retrieved 2015-02-22.
  2. Jean Salencon (2001), "Handbook of Continuum Mechanics: General Concepts, Thermoelasticity". Springer Science & Business Media ISBN 3-540-41443-6
Conversion formulae
Homogeneous isotropic linear elastic materials have their elastic properties uniquely determined by any two moduli among these; thus, given any two, any other of the elastic moduli can be calculated according to these formulas, provided both for 3D materials (first part of the table) and for 2D materials (second part).
3D formulae K= E= λ= G= ν= M= Notes
(K,E) 3K(3KE)9KE 3KE9KE 3KE6K 3K(3K+E)9KE
(K,λ) 9K(Kλ)3Kλ 3(Kλ)2 λ3Kλ 3K2λ
(K,G) 9KG3K+G K2G3 3K2G2(3K+G) K+4G3
(K,ν) 3K(12ν) 3Kν1+ν 3K(12ν)2(1+ν) 3K(1ν)1+ν
(K,M) 9K(MK)3K+M 3KM2 3(MK)4 3KM3K+M
(E,λ) E+3λ+R6 E3λ+R4 2λE+λ+R Eλ+R2 R=E2+9λ2+2Eλ
(E,G) EG3(3GE) G(E2G)3GE E2G1 G(4GE)3GE
(E,ν) E3(12ν) Eν(1+ν)(12ν) E2(1+ν) E(1ν)(1+ν)(12ν)
(E,M) 3ME+S6 ME+S4 3M+ES8 EM+S4M S=±E2+9M210EM

There are two valid solutions.
The plus sign leads to ν0.

The minus sign leads to ν0.

(λ,G) λ+2G3 G(3λ+2G)λ+G λ2(λ+G) λ+2G
(λ,ν) λ(1+ν)3ν λ(1+ν)(12ν)ν λ(12ν)2ν λ(1ν)ν Cannot be used when ν=0λ=0
(λ,M) M+2λ3 (Mλ)(M+2λ)M+λ Mλ2 λM+λ
(G,ν) 2G(1+ν)3(12ν) 2G(1+ν) 2Gν12ν 2G(1ν)12ν
(G,M) M4G3 G(3M4G)MG M2G M2G2M2G
(ν,M) M(1+ν)3(1ν) M(1+ν)(12ν)1ν Mν1ν M(12ν)2(1ν)
2D formulae K2D= E2D= λ2D= G2D= ν2D= M2D= Notes
(K2D,E2D) 2K2D(2K2DE2D)4K2DE2D K2DE2D4K2DE2D 2K2DE2D2K2D 4K2D24K2DE2D
(K2D,λ2D) 4K2D(K2Dλ2D)2K2Dλ2D K2Dλ2D λ2D2K2Dλ2D 2K2Dλ2D
(K2D,G2D) 4K2DG2DK2D+G2D K2DG2D K2DG2DK2D+G2D K2D+G2D
(K2D,ν2D) 2K2D(1ν2D) 2K2Dν2D1+ν2D K2D(1ν2D)1+ν2D 2K2D1+ν2D
(E2D,G2D) E2DG2D4G2DE2D 2G2D(E2D2G2D)4G2DE2D E2D2G2D1 4G2D24G2DE2D
(E2D,ν2D) E2D2(1ν2D) E2Dν2D(1+ν2D)(1ν2D) E2D2(1+ν2D) E2D(1+ν2D)(1ν2D)
(λ2D,G2D) λ2D+G2D 4G2D(λ2D+G2D)λ2D+2G2D λ2Dλ2D+2G2D λ2D+2G2D
(λ2D,ν2D) λ2D(1+ν2D)2ν2D λ2D(1+ν2D)(1ν2D)ν2D λ2D(1ν2D)2ν2D λ2Dν2D Cannot be used when ν2D=0λ2D=0
(G2D,ν2D) G2D(1+ν2D)1ν2D 2G2D(1+ν2D) 2G2Dν2D1ν2D 2G2D1ν2D
(G2D,M2D) M2DG2D 4G2D(M2DG2D)M2D M2D2G2D M2D2G2DM2D