Abaqus Code for a Residual Control Staggered Solution Scheme for the Phase-Field Modeling of Brittle Fracture

Published: 9 Oct 2018 | Version 1 | DOI: 10.17632/p77tsyrbx2.1
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Description of this data

Abaqus UEL and UMAT subroutines for the phase-field modeling of brittle fracture. The code consists of the 3-layered system of user elements and user material subroutine producing a staggered algorithm with a residual norm based stopping criterion. The elements are 4-node full integration 2D linear elements.

The codes along with input files for two benchmark examples from the associated journal article are given.

Experiment data files

  • 1-HomogeneousPlate-1Element
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    A 2D homogeneous plate with dimensions of 1 × 1 mm discretized by one element. Loaded and constrained as presented in Fig.

  • 2-SingleEdgeNotchSpecimen-Tensile
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    The single edge notched tensile test

This data is associated with the following publication:

Abaqus Code for a Residual Control Staggered Solution Scheme for the Phase-Field Modeling of Brittle Fracture

Published in: Engineering Fracture Mechanics

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Previous versions

  • Version 2

    2018-10-29

  • Version 1

    2018-10-09

    Published: 2018-10-09

    DOI: 10.17632/p77tsyrbx2.1

    Cite this dataset

    Seleš, Karlo (2018), “Abaqus Code for a Residual Control Staggered Solution Scheme for the Phase-Field Modeling of Brittle Fracture”, Mendeley Data, v1 http://dx.doi.org/10.17632/p77tsyrbx2.1

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Institutions

Sveuciliste u Zagrebu Fakultet Strojarstva i Brodogradnje

Categories

Mechanical Engineering, Fracture Mechanics, Brittle Fracture, Phase Field Model, Finite-Element

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CC BY 4.0 Learn more

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