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A new yield function for geomaterials. - Ingegneria - Università degli ...

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268 Davide Bigoni, Andrea Piccolroaz<br />

2<br />

1<br />

<br />

<br />

3<br />

Upper convexity<br />

limit<br />

Lower convexity<br />

(Rankine) limit<br />

Figure 1. Deviatoric section: definition of angle θ, symmetries, lower and upper convexity<br />

bounds.<br />

tensors A and B. The position of the stress point in the deviatoric plane is singled out<br />

by the Lode (1926) angle θ defined as<br />

θ = 1<br />

3 cos−1<br />

<br />

3 √ 3<br />

2<br />

J3<br />

J2 3/2<br />

<br />

, J3 = 1<br />

3 tr S3 , (3)<br />

so that θ ∈ [0,π/3]. As a consequence of property (A2) of the Haigh-Westergaard<br />

representation, a single value of θ corresponds to six different points in the deviatoric<br />

plane (Fig. 1). The following gradients of the invariants, that will be useful later,<br />

∂p<br />

∂σ<br />

∂θ<br />

∂σ<br />

1 ∂J2 ∂J3<br />

= − I, = S,<br />

3 ∂σ<br />

9<br />

= −<br />

2 q3 sin 3θ<br />

<br />

S 2 −<br />

∂σ = S2 −<br />

tr S2<br />

3 I,<br />

tr S2 cos 3θ<br />

I − q<br />

3 3 S<br />

can be obtained from well-known <strong>for</strong>mulae (e.g. Truesdell and Noll, 1965, Sect. 9)<br />

using the identity<br />

∂S<br />

∂σ<br />

<br />

,<br />

(4)<br />

1<br />

= I ⊗ I − I ⊗ I, (5)<br />

3<br />

where the symbol ⊗ denotes the usual dyadic product and I ⊗ I is the symmetrizing<br />

fourth-order tensor, defined <strong>for</strong> every tensor A as I ⊗ I[A] =(A + A T )/2. Note that<br />

∂θ/∂σ is orthogonal to I and to the deviatoric stress S.

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