A multi-stage return algorithm for solving the classical damage component of constitutive models for rocks, ceramics, and other rock-like media

Classical plasticity and damage models for porous quasi-brittle media usually suffer from mathematical defects such as non-convergence and non-uniqueness. Yield or damage functions for porous quasi-brittle media often have yield functions with contours so distorted that following those contours to t...

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Veröffentlicht in:International journal of fracture 2010-05, Vol.163 (1-2), p.133-149
Hauptverfasser: Brannon, R. M., Leelavanichkul, S.
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description Classical plasticity and damage models for porous quasi-brittle media usually suffer from mathematical defects such as non-convergence and non-uniqueness. Yield or damage functions for porous quasi-brittle media often have yield functions with contours so distorted that following those contours to the yield surface in a return algorithm can take the solution to a false elastic domain. A steepest-descent return algorithm must include iterative corrections; otherwise, the solution is non-unique because contours of any yield function are non-unique. A multi-stage algorithm has been developed to address both spurious convergence and non-uniqueness, as well as to improve efficiency. The region of pathological isosurfaces is masked by first returning the stress state to the Drucker–Prager surface circumscribing the actual yield surface. From there, steepest-descent is used to locate a point on the yield surface. This first-stage solution, which is extremely efficient because it is applied in a 2D subspace, is generally not the correct solution, but it is used to estimate the correct return direction. The first-stage solution is projected onto the estimated correct return direction in 6D stress space. Third invariant dependence and anisotropy are accommodated in this second-stage correction. The projection operation introduces errors associated with yield surface curvature, so the two-stage iteration is applied repeatedly to converge. Regions of extremely high curvature are detected and handled separately using an approximation to vertex theory. The multi-stage return is applied holding internal variables constant to produce a non-hardening solution. To account for hardening from pore collapse (or softening from damage), geometrical arguments are used to clearly illustrate the appropriate scaling of the non-hardening solution needed to obtain the hardening (or softening) solution.
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M.</creatorcontrib><creatorcontrib>Leelavanichkul, S.</creatorcontrib><title>A multi-stage return algorithm for solving the classical damage component of constitutive models for rocks, ceramics, and other rock-like media</title><title>International journal of fracture</title><addtitle>Int J Fract</addtitle><description>Classical plasticity and damage models for porous quasi-brittle media usually suffer from mathematical defects such as non-convergence and non-uniqueness. Yield or damage functions for porous quasi-brittle media often have yield functions with contours so distorted that following those contours to the yield surface in a return algorithm can take the solution to a false elastic domain. A steepest-descent return algorithm must include iterative corrections; otherwise, the solution is non-unique because contours of any yield function are non-unique. 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Regions of extremely high curvature are detected and handled separately using an approximation to vertex theory. The multi-stage return is applied holding internal variables constant to produce a non-hardening solution. 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source Springer Nature - Complete Springer Journals
subjects Algorithms
Anisotropy
Automotive Engineering
Brittleness
Characterization and Evaluation of Materials
Chemistry and Materials Science
Civil Engineering
Classical Mechanics
Collapse
Constitutive models
Contours
Convergence
Curvature
Damage
Damage assessment
Dependence
Descent
Exact sciences and technology
Fracture mechanics (crack, fatigue, damage...)
Fundamental areas of phenomenology (including applications)
Hardening
Inelasticity (thermoplasticity, viscoplasticity...)
Iterative methods
Materials Science
Mathematical models
Mechanical Engineering
Original Paper
Physics
Porous media
Softening
Solid mechanics
Structural and continuum mechanics
Uniqueness
title A multi-stage return algorithm for solving the classical damage component of constitutive models for rocks, ceramics, and other rock-like media
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