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Stijn François

Researcher at Katholieke Universiteit Leuven

Publications -  115
Citations -  2213

Stijn François is an academic researcher from Katholieke Universiteit Leuven. The author has contributed to research in topics: Finite element method & Vibration. The author has an hindex of 20, co-authored 109 publications receiving 1803 citations.

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On the variational modeling of non-associative plasticity

TL;DR: In this work, the energetic formulation for rate-independent dissipative materials is extended to consider non-associative plasticity models, and a clear link between the classical governing equations ofNon-association plasticity and the energetic formulations is established, for which a state-dependent dissipation potential is derived from a generalization of the principle of maximum dissipation.
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A micromechanics-based variational phase-field model for fracture in geomaterials with brittle-tensile and compressive-ductile behavior

TL;DR: In this article, a micromechanics-based model is proposed in which the field variables are linked to physical mechanisms at the microcrack level: damage is related to the growth of microcracks, while plasticity is linked to the frictional sliding of closed micro-cracks.
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Discrete modeling of strain accumulation in granular soils under low amplitude cyclic loading

TL;DR: In this article, a series of stress controlled cyclic triaxial tests with different excitation amplitudes and frequencies are performed on a sample composed of a relatively large number of spheres.
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Non-convolutional second-order complex-frequency-shifted perfectly matched layers for transient elastic wave propagation

TL;DR: In this paper, a complex frequency-shifted version of the Perfectly Matched Layers (PML) is proposed to avoid the evaluation of convolutions, while preserving the second-order temporal character of elastic waves.
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The influence of uncertain local subsoil conditions on the response of buildings to ground vibration

TL;DR: In this article, a probabilistic finite element-perfectly matched layers model is developed for the analysis of the dynamic soil-structure interaction problem where the shear modulus of the soil is modeled as a conditional random field.