z-logo
open-access-imgOpen Access
Investigating Some Technical Issues on Cohesive Zone Modeling of Fracture
Author(s) -
John T. Wang
Publication year - 2012
Publication title -
journal of engineering materials and technology
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.368
H-Index - 68
eISSN - 1528-8889
pISSN - 0094-4289
DOI - 10.1115/1.4007605
Subject(s) - cohesive zone model , materials science , fracture mechanics , softening , fracture (geology) , plasticity , traction (geology) , geotechnical engineering , mechanics , structural engineering , geology , engineering , composite material , physics , geomorphology
This study investigates some technical issues related to the use of cohesive zone models (CZMs) in modeling fracture processes. These issues include: why cohesive laws of different shapes can produce similar fracture predictions; under what conditions CZM predictions have a high degree of agreement with linear elastic fracture mechanics (LEFM) analysis results; when the shape of cohesive laws becomes important in the fracture predictions; and why the opening profile along the cohesive zone length needs to be accurately predicted. Two cohesive models were used in this study to address these technical issues. They are the linear softening cohesive model and the Dugdale perfectly plastic cohesive model. Each cohesive model constitutes five cohesive laws of different maximum tractions. All cohesive laws have the same cohesive work rate (CWR) which is defined by the area under the traction-separation curve. The effects of the maximum traction on the cohesive zone length and the critical remote applied stress are investigated for both models. For a CZM to predict a fracture load similar to that obtained by an LEFM analysis, the cohesive zone length needs to be much smaller than the crack length, which reflects the small scale yielding condition requirement for LEFM analysis to be valid. For large-scale cohesive zone cases, the predicted critical remote applied stresses depend on the shape of cohesive models used and can significantly deviate from LEFM results. Furthermore, this study also reveals the importance of accurately predicting the cohesive zone profile in determining the critical remote applied load.

The content you want is available to Zendy users.

Already have an account? Click here to sign in.
Having issues? You can contact us here
Accelerating Research

Address

John Eccles House
Robert Robinson Avenue,
Oxford Science Park, Oxford
OX4 4GP, United Kingdom