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What is Non-Associated Plasticity in Materials about?

This document summarizes a paper on non-associated plasticity models for soils, concrete, and rock. It introduces the concept of dilatancy angle to account for inelastic volume changes, in contrast to associated plasticity theory. It presents three plasticity models of increasing complexity: 1) a perfectly plastic model using five parameters (elastic properties, cohesion, friction angle, dilatancy angle), 2) a model adding friction hardening and cohesion softening to explain shear banding, and 3) a bounding

Author

O S

Language

EN