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ABAQUS user subroutines for the simulation of viscoplastic - loicz

ABAQUS user subroutines for the simulation of viscoplastic - loicz

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4><br />

with R<br />

D Ý = β II + β I<br />

1 2 <br />

+ β R 3 <br />

⎛<br />

⎞<br />

⎝<br />

⎠ :<br />

3 η ˆ iσ i<br />

n ˆ σ ˆ σ ∑ i n i<br />

(4)<br />

⎡<br />

ηi =<br />

⎣<br />

⎢<br />

3<br />

i=1<br />

B 0<br />

m<br />

c c c c<br />

= ∑ e ei ei ei , (5)<br />

i<br />

i=1<br />

3<br />

∑<br />

j=1<br />

σ c ( n ˆ i ⋅e j)<br />

2n⎤<br />

⎦<br />

⎥<br />

p<br />

, (6)<br />

c<br />

where β1, β2, β3=(1−β1−β2), B0, p, n and m are material parameters, e j (j=1,2,3) are <strong>the</strong> lattice<br />

vectors, and η i is an orientation function which satisfies <strong>the</strong> cubic symmetry.<br />

Damage can also be inactive. Let us consider a single micro-crack embedded in an elastic material<br />

with a tensile load perpendicular to <strong>the</strong> crack faces. If <strong>the</strong> load is reversed <strong>the</strong> crack will close and in a<br />

one-dimensional case <strong>the</strong> material behaves as uncracked. This phenomenon is called “damage<br />

deactivation” (not “healing”) in CDM. The damage still exists but <strong>the</strong> loading condition can render it<br />

inactive. For <strong>the</strong> representation <strong>of</strong> this mechanism <strong>the</strong> phenomenological algorithm proposed by HANSEN<br />

& SCHREYER [1995] can be used. In this method <strong>the</strong> microcrack opening/closing effect is introduced by<br />

considering <strong>the</strong> spectral decomposition <strong>of</strong> <strong>the</strong> elastic strain tensor E e and <strong>the</strong> total strain tensor E<br />

3<br />

E e e εe εe<br />

ε ε<br />

= ∑ εi ni ni , E = ∑ εi ni ni , (7a, b)<br />

i=1<br />

3<br />

i=1<br />

e εe e e<br />

where εi and εi are <strong>the</strong> eigenvalues, ni and ni are <strong>the</strong> corresponding eigenvectors <strong>of</strong> E and E,<br />

respectively. Let <strong>the</strong> positive (tensile) spectral tensor corresponding to <strong>the</strong> elastic and to <strong>the</strong> total strain<br />

be defined as<br />

3<br />

H εe e εe εe<br />

= ∑ h(εi )ni ni , H ε ε ε<br />

= ∑ h(εi )n ini<br />

(8a, b)<br />

i=1<br />

respectively, with <strong>the</strong> modified Heaviside function<br />

3<br />

i=1<br />

11

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