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Statements
1983
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Kachanov's iterative method
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elastostatics
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deformation
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unilateral contact
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elastoplastic body
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rigid foundation
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neglecting friction
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governed by Hencky-von Mises stress strain relations
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weak solution
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minimum of potential energy
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corresponding variational inequality
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secant modules
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classical Signorini's problem
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convergence
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no numerical applications
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