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contributor authorA. N. Nayak
contributor authorJ. N. Bandyopadhyay
date accessioned2017-05-08T22:39:47Z
date available2017-05-08T22:39:47Z
date copyrightApril 2002
date issued2002
identifier other%28asce%290733-9399%282002%29128%3A4%28419%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85541
description abstractThe application of the finite element formulation for stiffened shell structures is proposed by the appropriate combinations of the eight-node doubly curved isoparametric shell element with the three-node isoparametric curved beam element. The accuracy of this formulation is first established by comparing it with the results of various numerical problems available in the existing literature. Then, the finite element formulation is employed to study the free vibration behavior of a clamped stiffened conoidal shell with respect to stiffener orientations (along
publisherAmerican Society of Civil Engineers
titleFree Vibration Analysis and Design Aids of Stiffened Conoidal Shells
typeJournal Paper
journal volume128
journal issue4
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2002)128:4(419)
treeJournal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 004
contenttypeFulltext


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