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A computationally efficient cohesive zone model for fatigue
Author(s) -
Salih Sarmed,
Davey Keith,
Zou Zhenmin
Publication year - 2019
Publication title -
fatigue and fracture of engineering materials and structures
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.887
H-Index - 84
eISSN - 1460-2695
pISSN - 8756-758X
DOI - 10.1111/ffe.12927
Subject(s) - cohesive zone model , materials science , hysteresis , structural engineering , low cycle fatigue , feature (linguistics) , fatigue testing , paris' law , austenite , reduction (mathematics) , fracture (geology) , crack closure , fracture mechanics , composite material , engineering , microstructure , mathematics , geometry , physics , linguistics , philosophy , quantum mechanics
A cohesive zone model has been developed for the simulation of both high and low cycle fatigue crack growth. The developed model provides an alternative approach that reflects the computational efficiency of the well‐established envelop‐load damage model yet can deliver the accuracy of the equally well‐established loading‐unloading hysteresis damage model . A feature included in the new cohesive zone model is a damage mechanism that accumulates as a result of cyclic plastic separation and material deterioration to capture a finite fatigue life. The accumulation of damage is reflected in the loading‐unloading hysteresis curve, but additionally, the model incorporates a fast‐track feature. This is achieved by “freezing in” a particular damage state for one loading cycle over a predefined number of cycles. The new model is used to simulate mode I fatigue crack growth in austenitic stainless steel 304 at significant reduction in the computational cost.