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Plasticity model for concrete using the bounding surface concept

โœ Scribed by George Z. Voyiadjis; Taher M. Abu-Lebdeh

Publisher
Elsevier Science
Year
1994
Tongue
English
Weight
1021 KB
Volume
10
Category
Article
ISSN
0749-6419

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A constitutive model for describing the stress-strain behaviour of granular soils subjected to cyclic loading is presented. The model is formulated using bounding surface theory within a critical state framework. A single set of material parameters is introduced for the complete characterization of