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contributor authorIzhak Sheinman
contributor authorYeoshua Frostig
date accessioned2017-05-08T22:28:55Z
date available2017-05-08T22:28:55Z
date copyrightOctober 1990
date issued1990
identifier other%28asce%290733-9399%281990%29116%3A10%282223%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81320
description abstractAn analytical solution is presented for the postbuckling behavior of composite laminated stiffened curved panels, whether curved in a longitudinal or lateral direction (not both). The nonlinear equations for the model are based on the Von Karman kinematic approach and consist of equilibrium equations for curved plate, continuity requirements, and boundary conditions. These equations are expressed in terms of the out‐of‐plane displacement and Airy stress functions. The characteristic behavior in the pre‐ and postlimit positions is exploited by using an eigenfunction series in the longitudinal direction (direction of the stiffeners) and a finite difference scheme in the other direction. A modified Galerkin procedure is used to minimize errors involved in the truncated series and the nonfulfillment of the boundary conditions. The solution obtained through this procedure proved to be very efficient compared to general purpose finite element codes, especially when mode interactions and parametric studies are involved.
publisherAmerican Society of Civil Engineers
titlePostbuckling analysis of stiffened Laminated Curved Panels
typeJournal Paper
journal volume116
journal issue10
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1990)116:10(2223)
treeJournal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 010
contenttypeFulltext


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