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contributor authorPeter Marti
contributor authorWalter Kaufmann
contributor authorHans Seelhofer
contributor authorDemis Karagiannis
date accessioned2022-05-07T21:05:07Z
date available2022-05-07T21:05:07Z
date issued2022-03-25
identifier other(ASCE)EM.1943-7889.0002105.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4283301
description abstractThe deformations of Kirchhoff–Love plate elements are usually characterized by three components describing the strains in the middle plane and three components describing the bending of the plate element. It is shown that alternatively one may consider pure bending deformations about two neutral axes that generally are not in the same plane and skew to each other. This interpretation provides an intuitive understanding of the plate deformations and is particularly useful when analyzing the behavior of reinforced concrete plate elements subjected to combined bending moments and membrane forces. After a recapitulation of the conventional interpretation of Kirchhoff–Love plate deformations and their implications on the strain distribution in plate elements, this paper presents the alternative interpretation and illustrates its application for a special case with orthogonal neutral axes.
publisherASCE
titleKirchhoff–Love Plate Deformations Reinterpreted
typeJournal Paper
journal volume148
journal issue6
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0002105
journal fristpage04022026
journal lastpage04022026-10
page10
treeJournal of Engineering Mechanics:;2022:;Volume ( 148 ):;issue: 006
contenttypeFulltext


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