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OpenAlex konusu

Computational Fluid Dynamics and Aerodynamics

Bu sayfa OpenAlex konu etiketine göre çalışmaları ve o konuda görünen akademisyenleri listeler. YÖKSİS temel alan / yan dal değildir.

OpenAlex 1.360 eser 77 yazar konusu

Çalışmalar

1.360 eser

  1. YÖKSİS SJR Q1 JCR Q2 OpenAlex üst %1 OpenAlex 99.5%

    Numerical calculations of the 2-D steady incompressible driven cavity flow are presented. The Navier–Stokes equations in streamfunction and vorticity formulation are solved numerically using a fine uniform grid mesh of 601 × 601. The steady driven cavity flow solutions are computed for Re ⩽ 21 000 with a maximum absol…

  2. YÖKSİS SJR Q1 JCR Q2 OpenAlex üst %1 OpenAlex 99.5%

    Numerical calculations of the 2-D steady incompressible driven cavity flow are presented. The Navier–Stokes equations in streamfunction and vorticity formulation are solved numerically using a fine uniform grid mesh of 601 × 601. The steady driven cavity flow solutions are computed for Re ⩽ 21 000 with a maximum absol…

  3. YÖKSİS OpenAlex 77.7%

    Özet henüz yok.

  4. YÖKSİS SJR Q1 JCR Q1 OpenAlex üst %10 OpenAlex 95.9%

    Özet henüz yok.

  5. YÖKSİS SJR Q3 JCR Q3 OpenAlex üst %1 OpenAlex 100.0%

    Özet henüz yok.

  6. YÖKSİS SJR Q1 JCR Q1 OpenAlex üst %10 OpenAlex 93.3%

    Özet henüz yok.

  7. YÖKSİS SJR Q1 JCR Q1 OpenAlex üst %10 OpenAlex 97.8%

    Özet henüz yok.

  8. YÖKSİS SJR Q2 JCR Q3 OpenAlex üst %10 OpenAlex 95.7%

    Özet henüz yok.

  9. YÖKSİS SJR Q1 JCR Q1 OpenAlex üst %10 OpenAlex 97.5%

    The paper describes a new hybrid finite-volume (FV)/particle method developed for the solution of the PDF equations for statistically stationary turbulent reactive flows. In this approach, the conservation equations for mean mass, momentum, and energy conservation are solved by a FV method while a particle algorithm i…

  10. YÖKSİS SJR Q1 JCR Q1 OpenAlex üst %10 OpenAlex 96.0%

    Özet henüz yok.

  11. YÖKSİS SJR Q1 JCR Q1 OpenAlex üst %10 OpenAlex 96.0%

    Özet henüz yok.

  12. OpenAlex üst %10 OpenAlex 92.3%

    The aim of this paper is to present an experimental and numerical investigation of dam-break flow over initially dry bed with a bottom obstacle. This test case highlights not only the bottom slope effects but also those of abrupt change in channel topography. Dam-break flow was applied in a smooth prismatic channel of…

Akademisyenler

77 akademisyen