Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 9, No. 34 (2015)

Applications of lattice method in the simulation of crack path in heterogeneous materials

Author and affiliation details
DOI
10.3221/IGF-ESIS.34.24
Published

Abstract

The simulation of critical and subcritical crack propagation in heterogeneous materials is not a simple
problem in computational mechanics. These topics can be studied with different theoretical tools. In the crack
propagation problem it is necessary to lead on the interface between the continuum and the discontinuity, and
this region has different characteristics when we change the scale level point of view. In this context, this work
applies a version of the lattice discrete element method (LDEM) in the study of such matters. This approach lets
us to discretize the continuum with a regular tridimensional truss where the elements have an equivalent stiffness
consistent with the material one wishes to model. The masses are lumped in the nodes and an uni-axial bilinear
relation, inspired in the Hilleborg constitutive law, is assumed for the elements. The random characteristics of the
material are introduced in the model considering the material toughness as a random field with defined statistical
properties. It is important to highlight that the energy balance consistence is maintained during all the process.
The spatial discretization lets us arrive to a motion equation that can be solved using an explicit scheme of
integration on time. Two examples are shown in the present paper; one of them illustrates the possibilities of this
method in simulating critical crack propagation in a solid mechanics problem: a simple geometry of grade material.
In the second example, a simulation of subcritical crack growth is presented, when a pre-fissured quasi-brittle
body is submitted to cyclic loading. In this second example, a strategy to measure crack advance in the model is
proposed. Finally, obtained results and the performance of the model are discussed.

Keywords

Article history

  1. ReceivedUntil the next stage: 0 days
  2. AcceptedUntil the next stage: 0 days
  3. Published

How to cite

APA

Kosteski, L. E., Soares, F. S., & Iturrioz, I. (2015). Applications of lattice method in the simulation of crack path in heterogeneous materials. Fracture and Structural Integrity, 9(34). https://doi.org/10.3221/IGF-ESIS.34.24

IEEE

L. E. Kosteski, F. S. Soares, and I. Iturrioz, “Applications of lattice method in the simulation of crack path in heterogeneous materials,” Fracture and Structural Integrity, vol. 9, no. 34, 2015, doi: 10.3221/IGF-ESIS.34.24.

MLA

Kosteski, L. E., et al. “Applications of lattice method in the simulation of crack path in heterogeneous materials.” Fracture and Structural Integrity, vol. 9, no. 34, 2015. https://doi.org/10.3221/IGF-ESIS.34.24.

Chicago

Kosteski, L. E., F. S. Soares, and I. Iturrioz. 2015. “Applications of lattice method in the simulation of crack path in heterogeneous materials.” Fracture and Structural Integrity 9 (34). https://doi.org/10.3221/IGF-ESIS.34.24.

Harvard

Kosteski, L.E., Soares, F.S. and Iturrioz, I. (2015) ‘Applications of lattice method in the simulation of crack path in heterogeneous materials’, Fracture and Structural Integrity, 9(34). doi: 10.3221/IGF-ESIS.34.24.

Vancouver

Kosteski LE, Soares FS, Iturrioz I. Applications of lattice method in the simulation of crack path in heterogeneous materials. Fracture and Structural Integrity. 2015;9(34). doi:10.3221/IGF-ESIS.34.24

BibTeX

@article{kosteski2015, author = {Kosteski, L. E. and Soares, F. S. and Iturrioz, I.}, title = {Applications of lattice method in the simulation of crack path in heterogeneous materials}, journal = {Fracture and Structural Integrity}, year = {2015}, volume = {9}, number = {34}, doi = {10.3221/IGF-ESIS.34.24}, url = {https://doi.org/10.3221/IGF-ESIS.34.24}, issn = {1971-8993} }

RIS

TY - JOUR AU - Kosteski, L. E. AU - Soares, F. S. AU - Iturrioz, I. TI - Applications of lattice method in the simulation of crack path in heterogeneous materials JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2015 DA - 2015/09/28 VL - 9 IS - 34 DO - 10.3221/IGF-ESIS.34.24 UR - https://doi.org/10.3221/IGF-ESIS.34.24 SN - 1971-8993 ER -

Licence

Copyright © 2015 Fracture and Structural Integrity.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

Open Access Statement

Fracture and Structural Integrity (F&SI) is an open-access journal which means that all content is freely available without charge to the user or his/her institution. Users are allowed to read, download, copy, distribute, print, search, or link to the full texts of the articles in this journal without asking prior permission from the publisher or the author. This is in accordance with the DOAI definition of open access.

F&SI operates under the Creative Commons Licence Attribution 4.0 International (CC-BY 4.0). This allows to copy and redistribute the material in any medium or format, to remix, transform and build upon the material for any purpose, even commercially, but giving appropriate credit, providing a link to the license, and indicating if changes were made.