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- W1966236670 abstract "A number of plane stress numerical analyses of the mode I elastoplastic fracture mechanics problem have been performed in the past using the Huber–Mises yield criterion. This study employs instead the Tresca yield condition using an incremental theory of plasticity for a stationary crack. A commercial finite element program is used to solve the opening mode of fracture problem (mode I) for a square plate containing a central crack under generalized plane stress loading conditions. A biaxial uniform tensile traction is applied to the edges of a thin plate composed of a linear elastic non-work hardening material under small strain assumptions. The finite element results are compared with the analytical predictions of the Dugdale plastic strip model for a crack in an infinite plate subject to a biaxial uniform load at infinity." @default.
- W1966236670 created "2016-06-24" @default.
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- W1966236670 date "2007-06-01" @default.
- W1966236670 modified "2023-09-26" @default.
- W1966236670 title "Numerical plane stress elastic–perfectly plastic crack analysis under Tresca yield condition with comparison to Dugdale plastic strip model" @default.
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- W1966236670 doi "https://doi.org/10.1016/j.mechrescom.2006.12.003" @default.
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