Open AccessUnstable and limited crack propagation
Author(s) -
Bing Tié,
H. Adouani,
Clotilde Berdin,
Silvère Cattet
Publication year - 2008
Publication title -
european journal of computational mechanics
Language(s) - English
Resource type - Journals
eISSN - 2642-2085
pISSN - 2642-2050
DOI - 10.13052/remn.17.663-675
Subject(s) - brittleness , parametric statistics , finite element method , cohesive zone model , brittle fracture , structural engineering , fracture mechanics , point (geometry) , constitutive equation , convergence (economics) , fracture (geology) , materials science , mechanics , geology , geotechnical engineering , mathematics , engineering , geometry , physics , composite material , economic growth , statistics , economics
We consider in this paper the unstable and limited extension of brittle cracks when they initiate near or in local brittle zones and extend through them towards tougher material zones. Our aim is to predict their arrest and in this case, one observes the so-called “pop-in” phenomenon. We use the cohesive zone models as constitutive law of brittle cracks, which are numerically modelled using interface-type elements. Non-linear solvers including loading step adaptive strategy are developed, that is necessary to overcome convergence difficulties during the pop-in. Some numerical aspects specifically related to the pop-in modelling are discussed. Parametric studies on CT specimens are carried out to point out the influential numerical, plastic and fracture parameters. As an example, the yield strength mismatch between the local brittle zone and the tougher material plays a very important role on the pop-in phenomenon and makes its modelling dependent upon the element size at the crack-tip.