Summary
The consistent tangent operator is important for efficient finite-element calculations. By means of a one-dimensional model problem, we explain how this operator can be calculated. Based on this, a general approach for obtaining the consistent tangent operator for constitutive equations of the rate type is given. In order to achieve reliable results in the finite-element calculations, an error controlled time integration of the constitutive law should be provided. Here an adaptive time integration method is used which is based on a control of the local error. The effects of the numerical time integration scheme are studied in detail with the help of a one-dimensional hypoplastic example. Further a finite-element example is given to show the performance of the presented general approach. Quadratic convergence of the equilibrium iteration is shown.
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Fellin, W., Ostermann, A. (2003). Using constitutive models of the rate type in implicit finite-element calculations: error-controlled stress update and consistent tangent operator. In: Kolymbas, D. (eds) Advanced Mathematical and Computational Geomechanics. Lecture Notes in Applied and Computational Mechanics, vol 13. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-540-45079-5_9
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DOI: https://doi.org/10.1007/978-3-540-45079-5_9
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-642-07357-1
Online ISBN: 978-3-540-45079-5
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