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Analytical modelling of dynamic fracture and crack arrest in DCB specimens under fixed displacement conditions
Author(s) -
SHAHANI A. R.,
FASAKHODI M. R. AMINI
Publication year - 2010
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/j.1460-2695.2010.01458.x
Subject(s) - materials science , crack closure , fracture mechanics , crack growth resistance curve , mechanics , crack tip opening displacement , cantilever , beam (structure) , boundary value problem , displacement (psychology) , structural engineering , timoshenko beam theory , composite material , mathematical analysis , mathematics , physics , engineering , psychology , psychotherapist
An analytical solution via the beam theory considering shear deformation effects is developed to solve the static and dynamic fracture problem in a bounded double cantilever beam (DCB) specimen. Fixed displacement condition is prescribed at the pin location under which crack arrest occurs. In the static case, at first, the compliance function of a DCB specimen is obtained and shows good agreement with the experimental results cited in the literature. Afterward, the stress intensity factor is determined at the crack tip via the energy release rate formula. In the dynamic case, the obtained governing equations for the model are solved supposing quasi‐static treatment for unstable crack propagation. Finally, a closed form expression for the crack propagation velocity versus beam parameters and crack growth resistance of the material is found. It is shown that the reacceleration of crack growth appears as the crack tip approaches the finite boundary. Also, the predicted maximum crack propagation velocity is significantly lower than that obtained via the Euler–Bernoulli theory found in the literature.