2022
DOI: 10.1002/nme.7070
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A mixed finite element formulation for elastoplasticity

Abstract: The present article, provides a novel mixed finite element formulation for elastoplasticity which is suitable for the discretization of thin-walled structures using highly anisotropic volume elements. We present a thermodynamically consistent framework for the modeling of elastoplastic stress response, where dissipative effects are considered through a dissipation function instead of explicit flow rules. Along these lines, a mixed incremental principle, in which stresses are included as independent unknowns, i… Show more

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Cited by 3 publications
(4 citation statements)
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“…This process is often called a regularization of the rate independent model, that is, an approximation by a rate dependent one. 62 Due to the choice of the softplus activation function this results all by itself within the training process. Regarding the results for P2, a poor prediction becomes apparent in Figure 19 as soon as the plastic regime is reached.…”
Section: 13mentioning
confidence: 99%
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“…This process is often called a regularization of the rate independent model, that is, an approximation by a rate dependent one. 62 Due to the choice of the softplus activation function this results all by itself within the training process. Regarding the results for P2, a poor prediction becomes apparent in Figure 19 as soon as the plastic regime is reached.…”
Section: 13mentioning
confidence: 99%
“…Remark It should be noted that an application of the introduced approaches FNNψ+ϕ$$ {}^{\psi +\phi } $$ and FNNψ+ϕ$$ {}^{\psi +{\phi}^{\ast }} $$ to data belonging to a rate‐independent material automatically leads to a regularization, 62 that is, an approximation of the data by a rate‐dependent model. This is due to the fact that the chosen activation function cannot represent the non‐smooth dissipation potentials typical for plasticity, compare Table 1.…”
Section: Nn‐based Constitutive Modelsmentioning
confidence: 99%
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“…The remanent polarization is interpolated with discontinous polynomial functions. Displacements and stresses are discretized by elements of mixed continuity that were originally developed for thin elastic structures [16] and later extended to ferroelectric materials [7,8] and elasto-plastic continua [17]. In particular, only the tangential component of displacements and the normal component of the stress vector (TDNNS) are continous accross element faces.…”
Section: Finite-element Formulationmentioning
confidence: 99%