A STUDY OF THE DIFFERENTIAL EQUATIONS OF COUPLED VIBRATIONS AND FREE CONVECTION FROM A HEATED HORIZONTAL CYLINDER

Abstract

The basic equations and the boundary conditions which govern the problem of coupled transverse vibrations and free convection from a heated horizontal cylinder are presented. By applying a method developed by C. C. Lin, (Proc. 9th Inter. Congr. Appl. Mech., 139, 1959), it is shown: (1) that the presence of harmonic oscillations modify the steady-flow solution only when pressure gradients are present; (2) that the modifying forces have their most pronounced effect on the fluid closest to the surface; and (3) that the product of a and the circular frequency of rotation (af) is a measure of the magnitude of the modifying forces. The use of the quantity (af) as a measure of the magnitude of the influence of vibrations on free convection agrees with experimental correlations. By transforming the differential equations into dimensionless form, it is shown that four dimensionless parameters are needed to fully describe the flow. A perturbation method is applied to one set of equations, and the zeroth-order solution is obtained. This zeroth-order solution, which corresponds to free convection, agrees with Hermann's analysis for a heated horizontal cylinder.

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Document Details

Document Type
Technical Report
Publication Date
Dec 01, 1961
Accession Number
AD0275770

Entities

People

  • R. M. Fand
  • R. S. Dougall
  • T. Chiang

Organizations

  • Massachusetts Institute of Technology

Tags

Communities of Interest

  • Air Platforms
  • Energy and Power Technologies

DTIC Thesaurus Topics

  • Air Force
  • Boundary Layer
  • Boundary Layer Flow
  • Convection
  • Coordinate Systems
  • Differential Equations
  • Equations
  • Flow
  • Flow Visualization
  • Fluid Dynamics
  • Fluid Mechanics
  • Free Stream
  • Frequency
  • Heat Transfer
  • Prandtl Number
  • Pressure Gradients
  • United States

Readers

  • Combustion and Flow Dynamics.
  • Finite Element Method (FEM) for solving Partial Differential Equations (PDEs)
  • Structural Dynamics.