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- W217554655 abstract "A key feature of bituminous mixtures is the accumulation of permanent deformations as a function of load magnitude, rate, and duration. Viscoplastic constitutive models that treat the heterogeneous bituminous composite as an equivalent homogeneous continuum are one approach for predicting this material behavior. The main components of all viscoplastic models are a yield criterion to govern the onset and magnitude of yielding and a flow rule to dictate the directions of the ensuing viscoplastic strains. Most models also include some type of hardening or softening law to reflect the evolution of material strength with accumulated strain. Material behavior prior to yield and during unloading is typically modeled using conventional elastic or viscoelastic models, often with the inclusion of microstructural damage effects. This section briefly outlines the conceptual underpinnings of viscoplasticity theory. This description is followed by examples of the application of the theory to various pavement engineering questions and scenarios, with an emphasis on predictions of real-world pavement behavior and performance." @default.
- W217554655 created "2016-06-24" @default.
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- W217554655 date "2012-01-01" @default.
- W217554655 modified "2023-09-25" @default.
- W217554655 title "Viscoplastic Modeling of Bituminous Mixtures" @default.
- W217554655 hasPublicationYear "2012" @default.
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