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A Brief Review of Elasticity and Viscoelasticity for Solids 1 Introduction

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H. T. Banks, S. H. Hu <strong>and</strong> Z. R. Kenz / Adv. Appl. Math. Mech., 3 (2011), pp. 1-51 11<br />

Here<br />

T (n) = ( T (n)<br />

x<br />

, T (n)<br />

y<br />

Cauchy’s <strong>for</strong>mula (2.10) can be written concisely as<br />

, T (n) ) T,<br />

z <strong>and</strong> n = (nx , n y , n z ) T .<br />

T (n) = σn,<br />

where σ is the Cauchy stress tensor defined in (2.9).<br />

Remark 2.7. In addition to the Cauchy stress tensor, there are other stress tensors<br />

encountered in practice, such as the first Piola-Kirchh<strong>of</strong>f stress tensor <strong>and</strong> second Piola-<br />

Kirchh<strong>of</strong>f stress tensor. The differences between the Cauchy stress tensor <strong>and</strong> the Piola-<br />

Kirchh<strong>of</strong>f stress tensors as well as relationships between the tensors can be illustrated<br />

as follows:<br />

1. Cauchy stress tensor: relates <strong>for</strong>ces in the present (de<strong>for</strong>med/spatial) configuration<br />

to areas in the present configuration. Hence, sometimes the Cauchy stress is also called<br />

the true stress. In addition, the Cauchy stress tensor is symmetric, which is implied<br />

by the fact that the equilibrium <strong>of</strong> an element requires that the resultant moments<br />

vanish. We will see in Section 2.2.4 that the Cauchy stress tensor is used in the Eulerian<br />

equation <strong>of</strong> motion. Hence the Cauchy stress tensor is also referred to as the Eulerian<br />

stress tensor.<br />

2. First Piola-Kirchh<strong>of</strong>f stress tensor (also called the Lagrangian stress tensor in [24,25]):<br />

relates <strong>for</strong>ces in the present configuration with areas in the initial configuration. The<br />

relationship between the first Piola-Kirchh<strong>of</strong>f stress tensor P <strong>and</strong> the Cauchy stress<br />

tensor σ is given by<br />

P = |A|σ(A −1 ) T . (2.11)<br />

From the above equation, we see that in general the first Piola-Kirchh<strong>of</strong>f stress tensor<br />

is not symmetric (its transpose is called the nominal stress tensor or engineering stress<br />

tensor). Hence, the first Piola-Kirchh<strong>of</strong>f stress tensor will be inconvenient to use in a<br />

stress-strain law in which the strain tensor is always symmetric. In addition, we will<br />

see in Section 2.2.5 that the first Piola-Kirchh<strong>of</strong>f stress tensor is used in the Lagrangian<br />

equation <strong>of</strong> motion. As pointed out in [25], the first Piola-Kirchh<strong>of</strong>f stress tensor is the<br />

most convenient <strong>for</strong> the reduction <strong>of</strong> laboratory experimental data.<br />

3. Second Piola-Kirchh<strong>of</strong>f stress tensor (referred to as Kirch<strong>of</strong>f stress tensor in [24, 25],<br />

though in some references such as [44] Kirchh<strong>of</strong>f stress tensor refers to a weighted<br />

Cauchy stress tensor <strong>and</strong> is defined by |A|σ): relates <strong>for</strong>ces in the initial configuration<br />

to areas in the initial configuration. The relationship between the second Piola-<br />

Kirchh<strong>of</strong>f stress tensor S <strong>and</strong> the Cauchy stress tensor σ is given by<br />

S = |A|A −1 σ(A −1 ) T . (2.12)<br />

From the above <strong>for</strong>mula we see that the second Piola-Kirchh<strong>of</strong>f stress tensor is symmetric.<br />

Hence, the second Piola-Kirchh<strong>of</strong>f stress tensor is more suitable than the first<br />

Piola-Kirchh<strong>of</strong>f stress tensor to use in a stress-strain law. In addition, by (2.11) <strong>and</strong><br />

(2.12) we find that<br />

S = A −1 P. (2.13)

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