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Jorge L. Suzuki

Researcher at Michigan State University

Publications -  22
Citations -  237

Jorge L. Suzuki is an academic researcher from Michigan State University. The author has contributed to research in topics: Nonlinear system & Plasticity. The author has an hindex of 8, co-authored 22 publications receiving 173 citations. Previous affiliations of Jorge L. Suzuki include Brown University & State University of Campinas.

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Fractional-order uniaxial visco-elasto-plastic models for structural analysis

TL;DR: In this paper, the authors propose two fractional-order models for uniaxial large strains and visco-elasto-plastic behavior of materials in structural analysis.
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A thermodynamically consistent fractional visco-elasto-plastic model with memory-dependent damage for anomalous materials

TL;DR: In this article, the authors developed a thermodynamically consistent, fractional visco-elasto-plastic model coupled with damage for anomalous materials, where the constitutive equations are obtained through Helmholtz free-energy potentials for Scott-Blair elements, together with a memory-dependent fractional yield function and dissipation inequalities.
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Implicit-explicit time integration of nonlinear fractional differential equations

TL;DR: In this article, the authors developed two efficient first and second-order implicit-explicit (IMEX) methods for accurate time-integration of stiff/nonlinear fractional differential equations with fractional order α ∈ ( 0, 1 ] and proved their convergence and linear stability properties.
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Vibration Analysis of Geometrically Nonlinear and Fractional Viscoelastic Cantilever Beams.

TL;DR: The extended Hamilton principle is utilized to derive the governing equation of motion for specific material distribution functions that lead to fractional Kelvin-Voigt viscoelastic model by spectral decomposition in space, and the resulting governing fractional PDE reduces to nonlinear time-fractional ODEs.
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Anomalous Nonlinear Dynamics Behavior of Fractional Viscoelastic Beams

TL;DR: In this article, the vibration of a fractional, geometrically nonlinear viscoelastic cantilever beam, under base excitation and free vibration, is studied.