Analytical modelling of dynamic fracture and crack arrest in DCB specimens under fixed displacement conditions
Author:
Publisher
Wiley
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science
Link
http://onlinelibrary.wiley.com/wol1/doi/10.1111/j.1460-2695.2010.01458.x/fullpdf
Reference18 articles.
1. An augmented double cantilever beam model for studying crack propagation and arrest;Kanninen;Int. J. Fract.,1973
2. Elastic and viscoelastic foundation models;Kerr;Trans. ASME, J. Appl. Mech.,1964
3. An exact solution for the stress intensity factor for double cantilever beam;Foote;Int. J. Fract.,1985
4. The stress intensity factor for the double cantilever beam;Fichter;Int. J. Fract.,1983
5. The stress intensity factor for grooved DCB specimens loaded by splitting forces;Stam;Int. J. Fract.,1996
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1. Complete analytical solutions for double cantilever beam specimens with bi-linear quasi-brittle and brittle interfaces;International Journal of Fracture;2018-11-14
2. Displacement-controlled crack growth in double cantilever beam specimen: A comparative study of different models;Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science;2016-04-07
3. Double cantilever beam model for functionally graded materials based on two-dimensional theory of elasticity;Engineering Fracture Mechanics;2015-02
4. Finite element simulation of dynamic crack propagation process using an arbitrary Lagrangian Eulerian formulation;Fatigue & Fracture of Engineering Materials & Structures;2013-01-11
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