The Cailletaud single crystal model. next up previous contents
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The Cailletaud single crystal model.

The single crystal model of Georges Cailletaud and co-workers [43][44] describes infinitesimal viscoplasticity in metallic components consisting of one single crystal. The orientations of the slip planes and slip directions in these planes is generally known and described by the normal vectors $ \mathbf{n^\beta}$ and direction vectors $ \mathbf{l^\beta}$, respectively, where $ \beta$ denotes one of slip plane/slip direction combinations. The slip planes and slip directions are reformulated in the form of a slip orientation tensor $ \mathbf{m^\beta}$ satisfying:

$\displaystyle \mathbf{m^\beta}=(\mathbf{n^\beta}\otimes\mathbf{l^\beta}+\mathbf{l^\beta}\otimes\mathbf{n^\beta})/2.$ (56)

The total strain is supposed to be the sum of the elastic strain and the plastic strain:

$\displaystyle \mbox{\boldmath${\epsilon}$}$$\displaystyle =$$\displaystyle \mbox{\boldmath${\epsilon^e}$}$$\displaystyle +$$\displaystyle \mbox{\boldmath${\epsilon^p}$}$$\displaystyle .$ (57)

In each slip plane an isotropic hardening variable $ q_1$ and a kinematic hardening variable $ q_2$ are introduced representing the isotropic and kinematic change of the yield surface, respectively. The yield surface for orientation $ \beta$ takes the form:

$\displaystyle h^\beta := \left\vert \mbox{\boldmath${\sigma}$} : \mathbf{m^\bet...
...ght\vert - r_0^\beta + \sum_{\alpha=1}^{n^\beta} H_{\beta\alpha} q_1^\alpha = 0$ (58)

where $ n^\beta$ is the number of slip orientations for the material at stake, $ {\sigma}$ is the stress tensor, $ r_0^\beta$ is the size of the elastic range at zero yield and $ H_{\beta\alpha}$ is a matrix of interaction coefficients. The constitutive equations for the hardening variables satisfy:

$\displaystyle q_1^\beta = -b^\beta Q^\beta \alpha_1^\beta$ (59)

and

$\displaystyle q_2^\beta = -c^\beta \alpha_2^\beta$ (60)

where $ \alpha_1^\beta$ and $ \alpha_2^\beta$ are the hardening variables in strain space. The constitutive equation for the stress is Hooke's law:

$\displaystyle \sigma=C : \epsilon^e.$ (61)

The evolution equations for the plastic strain and the hardening variables in strain space are given by:

$\displaystyle \mbox{\boldmath${\dot{\epsilon}^p}$}$$\displaystyle = \sum_{\beta=1}^{n^\beta} \dot{\gamma}^\beta \mathbf{m^\beta} sgn($$\displaystyle \mbox{\boldmath${\sigma}$}$$\displaystyle : \mathbf{m^\beta} + q_2^\beta),$ (62)

$\displaystyle \dot{\alpha}_1^\beta = \dot{\gamma}^\beta \left (1 + \frac{q_1^\beta}{Q^\beta} \right )$ (63)

and

$\displaystyle \dot{\alpha}_2^\beta = \dot{\gamma}^\beta \left [\varphi^\beta sg...
...$} : \mathbf{m^\beta}+ q_2^\beta) + \frac{d^\beta q_2^\beta}{c^\beta} \right ].$ (64)

The variable $ \dot{\gamma}^\beta$ is the consistency coefficient known from the Kuhn-Tucker conditions in optimization theory [38]. It can be proven to satisfy:

$\displaystyle \dot{\gamma}^\beta = \left\vert \dot{\epsilon}^{p^\beta} \right\vert,$ (65)

where $ \dot{\epsilon}^{p^\beta}$ is the flow rate along orientation $ \beta$. The plastic strain rate is linked to the flow rate along the different orientations by

$\displaystyle \mbox{\boldmath${\dot{\epsilon}^p}$}$$\displaystyle = \sum_{\beta=1}^{n^\beta} \dot{\epsilon}^{p^\beta} \mathbf{m^\beta}.$ (66)

The parameter $ \varphi^\beta$ in equation (64) is a function of the accumulated shear flow in absolute value through:

$\displaystyle \varphi^\beta=\phi^\beta+(1-\phi^\beta) e^{-\delta^\beta \int_0^t \dot{\gamma}^\beta dt}$ (67)

Finally, in the Cailletaud model the creep rate is a power law function of the yield exceedance:

$\displaystyle \dot{\gamma}^\beta = \left \langle \frac{h^\beta}{K^\beta} \right \rangle ^ {n^\beta}.$ (68)

The brackets $ \langle \rangle$ reduce negative function values to zero while leaving positive values unchanged, i.e. $ \langle x \rangle=0$ if $ x < 0$ and $ \langle x \rangle=x$ if $ x \ge 0$.

In the present umat routine, the Cailletaud model is implemented for a Nickel base single crystal. It has two slip systems, a octaeder slip system with three slip directions $ <011>$ in four slip planes $ \{111\}$, and a cubic slip system with two slip directions $ <011>$ in three slip planes $ \{001\}$. The constants for all octaeder slip orientations are assumed to be identical, the same applies for the cubic slip orientations. Furthermore, there are three elastic constants for this material. Consequently, for each temperature 21 constants need to be defined: the elastic constants $ C_{1111}$, $ C_{1122}$ and $ C_{1212}$, and a set $ \{K^\beta,n^\beta,c^\beta,d^\beta,\phi^\beta,\delta^\beta,r_0^\beta,Q^\beta,b^\beta\}$ per slip system. Apart from these constants $ 18^2$ interaction coefficients need to be defined. These are taken from the references [43][44] and assumed to be constant. Their values are included in the routine and cannot be influence by the user through the input deck.

The material definition consists of a *MATERIAL card defining the name of the material. This name HAS TO START WITH ''SINGLE_CRYSTAL'' but can be up to 80 characters long. Thus, the last 66 characters can be freely chosen by the user. Within the material definition a *USER MATERIAL card has to be used satisfying:

First line:

Following lines, in sets of 3:


First line of set:

Second line of set: Third line of set:

Repeat this set if needed to define complete temperature dependence.

The crystal principal axes are assumed to coincide with the global coordinate system. If this is not the case, use an *ORIENTATION card to define a local system.

For this model, there are 60 internal state variables:

These variables are accessible through the *EL PRINT (.dat file) and *EL FILE (.frd file) keywords in exactly this order (label SDV). The *DEPVAR card must be included in the material definition with a value of 60.

Example:

*MATERIAL,NAME=SINGLE_CRYSTAL
*USER MATERIAL,CONSTANTS=21
135468.,68655.,201207.,1550.,3.89,18.E4,1500.,1.5,
100.,80.,-80.,500.,980.,3.89,9.E4,1500.,
2.,100.,70.,-50.,400.
*DEPVAR
60

defines a single crystal with elastic constants $ \{135468.,68655.,201207.\}$, octaeder parameters $ \{1550.,3.89,18.E4,1500.,1.5,
100.,80.,-80.,500.\}$ and cubic parameters $ \{980.,3.89,9.E4,1500.,
2.,100.,70.,-50.,400.\}$.


next up previous contents
Next: Elastic anisotropy with isotropic Up: Materials Previous: Fiber reinforced materials.   Contents
guido dhondt 2012-10-06