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Overheidsorganisatie Rijkswaterstaat

Meschke's computational approach for plasticity-based 3D concrete model

Jaar: 2000 Documenten: 2
Considers Meschke's computational approach for plasticity-based concrete models. In this approach yield functions, stresses, strains and consistent tangent moduli are formulated in terms of pricipal directions. The actual stresses and strains according to local elements coordinate axis are ...
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