Time domain simulation of the response of geometrically nonlinear panels subjected to random loadingThe response of composite panels subjected to random pressure loads large enough to cause geometrically nonlinear responses is studied. A time domain simulation is employed to solve the equations of motion. An adaptive time stepping algorithm is employed to minimize intermittent transients. A modified algorithm for the prediction of response spectral density is presented which predicts smooth spectral peaks for discrete time histories. Results are presented for a number of input pressure levels and damping coefficients. Response distributions are calculated and compared with the analytical solution of the Fokker-Planck equations. RMS response is reported as a function of input pressure level and damping coefficient. Spectral densities are calculated for a number of examples.
Document ID
19880044972
Acquisition Source
Legacy CDMS
Document Type
Conference Paper
Authors
Moyer, E. Thomas, Jr. (George Washington University Washington, DC, United States)
Date Acquired
August 13, 2013
Publication Date
January 1, 1988
Subject Category
Structural Mechanics
Report/Patent Number
AIAA PAPER 88-2236
Meeting Information
Meeting: Structures, Structural Dynamics and Materials Conference