Show simple item record

contributor authorK. M. Liew
contributor authorC. W. Lim
date accessioned2017-05-08T22:38:17Z
date available2017-05-08T22:38:17Z
date copyrightMay 1997
date issued1997
identifier other%28asce%290733-9399%281997%29123%3A5%28413%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84592
description abstractThis paper presents the formulation and numerical analysis for free vibration of a class of thick, shear deformable stress free shallow shells. Using the Ritz energy approach, the higher-order shell theory is presented with a set of globally versatile shape functions. The eigenvalue equation is formulated and solved to obtain the natural frequencies and mode shapes of the thick shells of elliptic planform. As expected, a comparison between thin and thick shell results shows the thin shell theory that ignores transverse shear deformation, and rotary inertia overestimates the flexural stiffness and thus the vibration frequency. The curvature and shallowness ratios have minor effects on the vibratory characteristics of thick shells. A set of first known contour and three-dimensional displacement mode shapes is also presented to illustrate the vibration nature of thick shells.
publisherAmerican Society of Civil Engineers
titleVibration of Thick Doubly-Curved Stress Free Shallow Shells of Curvilinear Planform
typeJournal Paper
journal volume123
journal issue5
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1997)123:5(413)
treeJournal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 005
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record