Theoretical Analysis of the Transient Response of a Wing to Non-Stationary Buffet Loads (Analyse Theorique de la Reaction Transitoire d'une Aile Soumise au Buffeting Non-Stationnaire)

Abstract

A method for predicting the response of a wing to non-stationary buffet loads is presented. The wing is treated as a cantilever beam with known mass distribution. Using generalized co-ordinates, the vibration of the wing is governed by the second order mass-spring-damper oscillator equation. The buffet load on the wing is expressed as an integral of the sectional force, which is a function of the spanwise location and time. The non-stationary load is represented by the product of a deterministic time function and a statistically stationary random function. The time history of the applied load is segmented into a number of time intervals. Analytical expressions for the mean square response of the wing displacement are derived using a power spectral density for the random part of the applied load, similar to that used in the theory of isotropic turbulence. The effects of damping, ratio of the undamped natural frequency of the system to the half power frequency of the power spectral density, length of time segment, and duration of applied load on the response of the wing have been investigated for three examples of the load versus time histories.

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Document Details

Document Type
Technical Report
Publication Date
Apr 01, 1979
Accession Number
ADA073702

Entities

People

  • B. H. Lee

Organizations

  • National Research Council Canada

Tags

Communities of Interest

  • Energy and Power Technologies

DTIC Thesaurus Topics

  • Aeronautics
  • Aircrafts
  • Airframes
  • Amplitude
  • Buffeting
  • Differential Equations
  • Dynamic Response
  • Fighter Aircraft
  • Frequency
  • Launch Vehicles
  • Resonant Frequency
  • Vehicles
  • Vibration
  • White Noise
  • Wind Tunnel Models
  • Wind Tunnel Tests
  • Wind Tunnels

Fields of Study

  • Engineering

Readers

  • Aerodynamics/Aeronautics.
  • Statistical inference.
  • Structural Dynamics.