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The nonlinear transient response of thin, rectangular elastic platesThe results of experiments and theoretical analysis of the nonlinear, transient response of thin, rectangular, elastic, simply supported plates are presented. In the experiments, a plane wave tube with a special pulse generator at one end and a thin glass plate mounted at the other end was used to subject the glass plate to pressure pulses of different magnitudes. Whole-field measurements of the response of the plate were obtained by the reflected moire grid technique. The largest ratio of center deflection to thickness of the plate during the experiments was 5.6. The theoretical response of the glass plate to the pressure pulses was computed by solving the von Karman equations governing large deflections in elastic plates by two methods - (1) the finite-difference method, and (2) Galerkin's method. Good agreement was found between theoretically predicted and experimentally measured response.
Document ID
19770029302
Acquisition Source
Legacy CDMS
Document Type
Conference Paper
Authors
Rajagopal, G.
(Ford Tractor Operations Troy, Mich., United States)
Lowery, R. L.
(Oklahoma State University Stillwater, Okla., United States)
Date Acquired
August 8, 2013
Publication Date
May 1, 1976
Subject Category
Structural Mechanics
Report/Patent Number
SESA PAPER WR-35-1975
Meeting Information
Meeting: Spring Meeting of Society for Experimental Stress Analysis
Location: Silver Spring, MD
Start Date: May 9, 1976
End Date: May 14, 1976
Sponsors: Society for Experimental Stress Analysis
Accession Number
77A12154
Distribution Limits
Public
Copyright
Other

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