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CONTINUUM MECHANICS for ENGINEERS

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the absolute compliance, in which γ o is the peak value of the strain as given by<br />

(9.6-18)<br />

Based upon the definitions of G * and J * , it is clear that these complex<br />

quantities are reciprocals of one another. Thus<br />

(9.6-19)<br />

A simple procedure <strong>for</strong> calculating G * (or J * ) of a specific model or material<br />

is to replace the partial differential operator ∂ t in the material’s constitutive<br />

equation by iω and solve the resulting algebraic equation <strong>for</strong> the ratio σ 12/γ 12 =<br />

G * , (or γ 12/σ 12 = J * if that is the quantity required). Accordingly, from Eq 9.3-6<br />

<strong>for</strong> the Kelvin solid, the constitutive equation σ 12 = {G + η ∂ t }γ 12 becomes<br />

σ 12 = (G + iηω)γ 12 which yields σ 12/γ 12 = G(1 + iτω) = G * . Likewise, from<br />

Eq 9.3-7 <strong>for</strong> the Maxwell fluid, {∂ t + 1/τ}σ 12 = {G∂ t}γ 12 becomes (iω + 1/τ) σ 12 =<br />

(Giω)γ 12 from which σ 12/γ 12 = G(τ 2 ω 2 + iτω)/(1 + τ 2 ω 2 ) = G * .<br />

In developing the <strong>for</strong>mulas <strong>for</strong> the complex modulus and the complex<br />

compliance we have used the differential operator <strong>for</strong>m of the fundamental<br />

viscoelastic constitutive equations. Equivalent expressions <strong>for</strong> these complex<br />

quantities may also be derived using the hereditary integral <strong>for</strong>m of constitutive<br />

equations. To this end we substitute Eq 9.6-2 into Eq 9.5-5a. However,<br />

be<strong>for</strong>e making this substitution it is necessary to decompose the stress relaxation<br />

function G(t) into two parts as follows,<br />

G(t) = G o [1 – φ(t)] (9.6-20)<br />

where G 0 = G(0), the value of G(t) at time t = 0. Following this decomposition<br />

and the indicated substitution, Eq 9.5-5a becomes<br />

(9.6-21)<br />

In this equation, let t – t′ = ξ so that dt′ = –dξ and such that when t′ = t, ξ =<br />

0, and when t′ = –∞, ξ = ∞. Now<br />

which reduces to<br />

γ J˜<br />

ω σ<br />

= ( )<br />

o o<br />

( ) ( )=<br />

* ∗<br />

G iω J iω<br />

iωt′ σ ()= t iωγ G e G 1−φ<br />

t− t′ dt<br />

12<br />

o o<br />

∫<br />

t<br />

−∞<br />

ω<br />

σ12 t iωtG ω<br />

e<br />

i t ⎧<br />

o⎨<br />

⎩ i<br />

∫0<br />

o<br />

1<br />

[ ( ) ] ′<br />

iωξ iωt ⎫<br />

e e φξ dξ⎬<br />

⎭<br />

()= − ( )<br />

∞ ⎧<br />

⎫<br />

σ12()= t γ o⎨Go − Go ( iωcosωξ+ ωsinωξ) φ( ξ) dξ⎬e ⎩ ∫0 ⎭<br />

∞<br />

iωt (9.6-22)<br />

(9.6-23)

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