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contributor authorC. M. Wang
contributor authorS. Swaddiwudhipong
contributor authorJ. Tian
date accessioned2017-05-08T22:38:13Z
date available2017-05-08T22:38:13Z
date copyrightFebruary 1997
date issued1997
identifier other%28asce%290733-9399%281997%29123%3A2%28134%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84551
description abstractIt is generally perceived that it is awkward to automate the Ritz method for structural analysis because the Ritz functions that satisfy one combination of boundary conditions cannot be used for another. To handle general boundary conditions, analysts thus resort to the use of Lagrangian multipliers or discretization methods such as the finite-element method, finite-difference method, and the differential quadrature method. Contrary to the foregoing perception, this paper demonstrates the manner in which the Ritz method can be conveniently automated for the vibration analysis of cylindrical shells with varying ring-stiffener distribution. To achieve this, a set of Ritz functions is proposed that contains the boundary equations raised to appropriate integer powers so that the geometric boundary conditions are satisfied a priori. The presented Ritz formulation has been nondimensionalized to obtain generic solutions for shells with various stiffener distributions. Based on these solutions, the effects of stiffener eccentricity, number, sizes, and locations on the vibration frequencies were examined.
publisherAmerican Society of Civil Engineers
titleRitz Method for Vibration Analysis of Cylindrical Shells with Ring Stiffeners
typeJournal Paper
journal volume123
journal issue2
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1997)123:2(134)
treeJournal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 002
contenttypeFulltext


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