Fracture and Structural Integrity e-ISSN 1971-8993 Open access

Numerical modelling in non linear fracture mechanics

Author and affiliation details
  • Viggo Tvergaard Corresponding author Dept. of Mechanical Engineering, Solid mechanics, Technical University of Denmark domenico.paglia@gmail.com
DOI
10.3221/IGF-ESIS.01.03
Pages
25-28

Abstract

Some numerical studies of crack propagation are based on using constitutive models that account

for damage evolution in the material. When a critical damage value has been reached in a material

point, it is natural to assume that this point has no more carrying capacity, as is done numerically in the element

vanish technique. In the present review this procedure is illustrated for micromechanically based material

models, such as a ductile failure model that accounts for the nucleation and growth of voids to coalescence,

and a model for intergranular creep failure with diffusive growth of grain boundary cavities leading

to micro-crack formation. The procedure is also illustrated for low cycle fatigue, based on continuum damage

mechanics. In addition, the possibility of crack growth predictions for elastic-plastic solids using cohesive

zone models to represent the fracture process is discussed.

How to cite

APA

Array, V. (2007). Numerical modelling in non linear fracture mechanics. Fracture and Structural Integrity, 1(1), 25–28. https://doi.org/10.3221/IGF-ESIS.01.03

IEEE

V. Array, “Numerical modelling in non linear fracture mechanics,” Fracture and Structural Integrity, vol. 1, no. 1, pp. 25–28, 2007, doi: 10.3221/IGF-ESIS.01.03.

MLA

Array, Viggo. “Numerical modelling in non linear fracture mechanics.” Fracture and Structural Integrity, vol. 1, no. 1, 2007, pp. 25–28. https://doi.org/10.3221/IGF-ESIS.01.03.

Chicago

Array, Viggo. 2007. “Numerical modelling in non linear fracture mechanics.” Fracture and Structural Integrity 1 (1): 25–28. https://doi.org/10.3221/IGF-ESIS.01.03.

Harvard

Array, V. (2007) ‘Numerical modelling in non linear fracture mechanics’, Fracture and Structural Integrity, 1(1), pp. 25–28. doi: 10.3221/IGF-ESIS.01.03.

Vancouver

Array V. Numerical modelling in non linear fracture mechanics. Fracture and Structural Integrity. 2007;1(1):25-28. doi:10.3221/IGF-ESIS.01.03

BibTeX

@article{array2007, author = {Array, Viggo}, title = {Numerical modelling in non linear fracture mechanics}, journal = {Fracture and Structural Integrity}, year = {2007}, volume = {1}, number = {1}, pages = {25--28}, doi = {10.3221/IGF-ESIS.01.03}, url = {https://doi.org/10.3221/IGF-ESIS.01.03}, issn = {1971-8993} }

RIS

TY - JOUR AU - Array, Viggo TI - Numerical modelling in non linear fracture mechanics JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2007 VL - 1 IS - 1 SP - 25 EP - 28 DO - 10.3221/IGF-ESIS.01.03 UR - https://doi.org/10.3221/IGF-ESIS.01.03 SN - 1971-8993 ER -

Licence

Copyright © 2014 Frattura ed Integrità Strutturale.

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.