TECHNICAL PAPERS
Aug 1, 1993

Flexible Thin Shell Elements under Nonwhite and Nonzero Mean Loads

Publication: Journal of Engineering Mechanics
Volume 119, Issue 8

Abstract

A finite element formulation combined with stochastic linearization and normal mode methods developed earlier for the study of geometrically non‐linear random vibration responses of beam and frame structures subjected to simultaneously spatial and temporal Gaussian stationary nonwhite and nonzero mean random excitations is now extended to treat the plate and shell structures in the same fashion. Examples include dynamic random responses of simply supported square plate, cylindrical panel with all edges supported by rigid diaphragms, clamped spherical cap, and double‐curved square panel under different random loadings. To validate the present formulation and solutions, results are compared with alternative analytical solutions whenever available. The Monte Carlo simulation method is also used to generate solutions to compare with some of the present results when alternative solutions are not available.

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Information & Authors

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 119Issue 8August 1993
Pages: 1680 - 1697

History

Received: Dec 23, 1991
Published online: Aug 1, 1993
Published in print: Aug 1993

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Authors

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Charles C. T. Chen
Proj. Mgr., Galaxy Sci. Corp., 2500 English Creek Ave., Build. 11, Pleasantville, N.J. 08232
Henry T. Y. Yang, Member, ASCE
Prof. of Aeronautics and Astronautics and Dean of Schools of Engineering, Purdue Univ., West Lafayette, IN 47907

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