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A Brief Review of Elasticity and Viscoelasticity for Solids 1 Introduction

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10 H. T. Banks, S. H. Hu <strong>and</strong> Z. R. Kenz / Adv. Appl. Math. Mech., 3 (2011), pp. 1-51<br />

Figure 2: Notations <strong>of</strong> stress components.<br />

Definition 2.5. The Cauchy stress tensor is defined by<br />

⎡<br />

⎤<br />

σ = [ T (e1) T (e2) T (e 3) ] σ xx σ yx σ zx<br />

= ⎣ σ xy σ yy σ zy<br />

⎦ , (2.9)<br />

σ xz σ yz σ zz<br />

where<br />

e 1 = (1, 0, 0) T , e 2 = (0, 1, 0) T , <strong>and</strong> e 3 = (0, 0, 1) T .<br />

We have the following basic <strong>for</strong>mulation due to Cauchy.<br />

Theorem 2.6. (see [25, pp.69]) Let T (n) be the stress vector acting on dΓ whose outer normal<br />

vector is n, as illustrated in Fig. 3. Cauchy’s <strong>for</strong>mula expresses T (n) as a function <strong>of</strong> the stress<br />

vectors on the planes perpendicular to the coordinate axes, i.e., in terms <strong>of</strong> the components <strong>of</strong><br />

the Cauchy stress tensor. This <strong>for</strong>mula asserts that<br />

T (n)<br />

x = σ xx n x + σ yx n y + σ zx n z , (2.10a)<br />

T (n)<br />

y = σ xy n x + σ yy n y + σ zy n z , (2.10b)<br />

T (n)<br />

z = σ xz n x + σ yz n y + σ zz n z . (2.10c)<br />

Figure 3: Stress vector acting on a plane with normal n.

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