Application of a Dynamic Step Size Iterative Method for Parameter Inversion in the Unified Hardening Models
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DOI: 10.3390/app15095147
Abstract: The unified hardening model for clays and sands (CSUH) can adequately represent the stress–strain characteristics of various soil types. However, being an incremental elastoplastic constitutive model, the CSUH model requires extensive iterative computations during parameter… read more here.
Keywords: method; size iterative; step size; step ... See more keywords