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Statements
1982
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initial boundary value problems
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viscoplasticity
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numerical stability
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explicit and implicit time integration algorithms
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theoretical values of critical time step length
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eigenvalue analysis of transition matrix of system equations
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restricted to associated flow rules
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behaviour at Gaussian integrating points of isoparametric elements
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kinematically constrained systems
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strain distribution depends only on prescribed displacements
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critical time step length depends only on behaviour at most critical integrating point
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two numerical examples
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