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Simulation of mixed-mode using spring networks Jan Eliáš Institute of Structural Mechanics Faculty of Civil Engineering Brno University of Technology Czech Republic
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Simulation of mixed-mode using spring networks Jan Eliáš Institute of Structural Mechanics Faculty of Civil Engineering Brno University of Technology Czech.

Jan 18, 2016

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Page 1: Simulation of mixed-mode using spring networks Jan Eliáš Institute of Structural Mechanics Faculty of Civil Engineering Brno University of Technology Czech.

Simulation of mixed-mode using spring networks

Jan Eliáš

Institute of Structural Mechanics Faculty of Civil Engineering Brno University of Technology Czech Republic

Page 2: Simulation of mixed-mode using spring networks Jan Eliáš Institute of Structural Mechanics Faculty of Civil Engineering Brno University of Technology Czech.

Modes definition• according to LEFM

Page 3: Simulation of mixed-mode using spring networks Jan Eliáš Institute of Structural Mechanics Faculty of Civil Engineering Brno University of Technology Czech.

Lattice, spring network• regular geometry => strong mesh

dependency• irregular geometry => problems with

representation of homogenous material

Page 4: Simulation of mixed-mode using spring networks Jan Eliáš Institute of Structural Mechanics Faculty of Civil Engineering Brno University of Technology Czech.

Rigid-body-spring network• rigid cells interconnected by normal and shear

spring• all springs are ideally brittle

Page 5: Simulation of mixed-mode using spring networks Jan Eliáš Institute of Structural Mechanics Faculty of Civil Engineering Brno University of Technology Czech.

Aggregates• generated according Fuller curve• three material phases are distinguished

Page 6: Simulation of mixed-mode using spring networks Jan Eliáš Institute of Structural Mechanics Faculty of Civil Engineering Brno University of Technology Czech.

Tensile test simulated by strut lattice

• discrepancy between experiment and simulation probably caused by incorrect measuring of displacements

Page 7: Simulation of mixed-mode using spring networks Jan Eliáš Institute of Structural Mechanics Faculty of Civil Engineering Brno University of Technology Czech.

Mixed-mode simulation

• correct crack pattern only with rigid-body-spring network

simple strut lattice

rigid-body-spring network

Page 8: Simulation of mixed-mode using spring networks Jan Eliáš Institute of Structural Mechanics Faculty of Civil Engineering Brno University of Technology Czech.

Comparison with FEM software Atena

• crack pattern

• l-d curve

Page 9: Simulation of mixed-mode using spring networks Jan Eliáš Institute of Structural Mechanics Faculty of Civil Engineering Brno University of Technology Czech.

Comparison of stresses

• notice that comparison is between principal stresses and normal stresses and not at exact same point of l-d curve

Page 10: Simulation of mixed-mode using spring networks Jan Eliáš Institute of Structural Mechanics Faculty of Civil Engineering Brno University of Technology Czech.

Elastically uniform lattice

rel,max rel,min rel,max max [rad]

Voronoi tesselation 1.0000 1.0000 1.25e-014 6.54e-018Centroid

tesselation 1.6803 0.4706 3.46e-001 7.47e-005

Voronoi tessellation centre of gravity tessellation

Page 11: Simulation of mixed-mode using spring networks Jan Eliáš Institute of Structural Mechanics Faculty of Civil Engineering Brno University of Technology Czech.

Tessellation of domain 1

• input is the set of nodes and virtual specimen borders

Page 12: Simulation of mixed-mode using spring networks Jan Eliáš Institute of Structural Mechanics Faculty of Civil Engineering Brno University of Technology Czech.

Tessellation of domain 2

• Delaunay triangulation including mirrored nodes

Page 13: Simulation of mixed-mode using spring networks Jan Eliáš Institute of Structural Mechanics Faculty of Civil Engineering Brno University of Technology Czech.

Tessellation of domain 3

• Voronoi tessellation to ensure elastically uniform lattice = connected centres of escribed circles

Page 14: Simulation of mixed-mode using spring networks Jan Eliáš Institute of Structural Mechanics Faculty of Civil Engineering Brno University of Technology Czech.

Tessellation of domain 4

• input is the set of circles and virtual specimen borders

Page 15: Simulation of mixed-mode using spring networks Jan Eliáš Institute of Structural Mechanics Faculty of Civil Engineering Brno University of Technology Czech.

Tessellation of domain 5

• modified Delaunay triangulation – control circle tangents three input circles

Page 16: Simulation of mixed-mode using spring networks Jan Eliáš Institute of Structural Mechanics Faculty of Civil Engineering Brno University of Technology Czech.

Tessellation of domain 6

• connect centres of control circles

Page 17: Simulation of mixed-mode using spring networks Jan Eliáš Institute of Structural Mechanics Faculty of Civil Engineering Brno University of Technology Czech.

Conclusions • lattice models are able to simulate a fracture

process • relationship between overall properties and

beam properties is not clear• modified Voronoi tessellation of domain has

been suggested