Hi,
I successfully used the variational formulation with dissipation [Simo and Hughes, p.162] for finite deformation rate-independent pasticity, i.e.
where
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u is the displacement,
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C^p is the plastic right Cauchy-Green tensor,
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\alpha is the hardening parameter,
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\gamma is the consistency parameter,
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\psi^{el} is the elastic strain energy density (I used Hencky’s logarithmic strain),
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\psi^h(\alpha) = \frac{1}{2} H \alpha^2,
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P^{ext} is the external load,
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f is the yield surface,
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\tilde{\tau} is the equivalent Kirchhoff stress,
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c is a penalty factor,
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and \left\langle x \right\rangle_{-} = (x - |x|)/2.
The dissipation D^p is defined as
with
\dot{\alpha}, \dot{C}^p were discretized using backward Euler.
The weak form was then obtained using the symbolic differentiation of FEniCS, i.e.
form = derivative(Pi, u_cp_alp_gam, v)
(it was solved with legacy FEniCS).
My question is how can I change it to a dynamic setting?
Is it true to refer to the variational derivative of \Pi with respect to each of the variables as the appropriate stiffness term?
And how should I treat \dot{\alpha} and \dot{C}^p when differentiating with respect to \alpha and C^p?
Thanks,
Yaron