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- W212510211 abstract "In this study, a cyclic viscoelastic-viscoplastic constitutive model based on the kinematic hardening rule was proposed. The proposed model, based on the generalized nonassociated flow rule, and the concept of the overconsolidated boundary surface as well as the nonlinear kinematic hardening rule within the context of infinitesimal strain, was calibrated and verified using cyclic triaxial tests. In order to examine the properties of the proposed model, the element simulations considering viscoelastic effects and also viscoplastic effects were studied by both an elastic-viscoplastic model and the viscoelasticviscoplastic model based on the kinematic hardening rule. From the simulation of cyclic triaxial tests, it was found that viscoelastic behavior of clay in the small strain range is an important characteristic during motion. Both the shear modulus and the hysteretic damping ratio are strain level dependent, and these can only be explained within the framework of the viscoelastic-viscoplastic constitutive model. This study reveals that the viscoelastic-viscoplastic model can describe the damping characteristics of clay accurately at small strain levels, namely cyclic softening, while the elastic-viscoplastic model cannot do so." @default.
- W212510211 created "2016-06-24" @default.
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- W212510211 date "2006-06-01" @default.
- W212510211 modified "2023-09-23" @default.
- W212510211 title "Dynamic Behavior Characteristics of Clay In Wide Strain Range Based On Viscoelastic-viscoplastic Constitutive Model" @default.
- W212510211 hasPublicationYear "2006" @default.
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