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Statements

Subject Item
n2:RIV%2F61989100%3A27120%2F08%3A00021625%21RIV10-MSM-27120___
rdf:type
skos:Concept n14:Vysledek
dcterms:description
This paper describes an approximate analytical method to determine the large-deflection behaviour of rectangular simply supported thin plates under transverse loading. The method is based on a simple trial function to describe the shape of the initial and total deflections of the plate, corresponding to the first buckling mode shape of the plate when subjected to uniform in-plane compression. Therefore, the large-deflection behaviour of the plate under transverse loading can be expressed as a function of the ratio of the pre- to post-buckling in-plane stiffness of the plate, which is given in literature for plates with various membrane boundary conditions of the plate edges. Due to the simplicity of the trial function flexural and membrane actions of the plate are decoupled. It was found that the approximate method gives good insight into the large-deflection behaviour. The results of the approximate method have been compared to the results of finite element solutions and solutions available in litera This paper describes an approximate analytical method to determine the large-deflection behaviour of rectangular simply supported thin plates under transverse loading. The method is based on a simple trial function to describe the shape of the initial and total deflections of the plate, corresponding to the first buckling mode shape of the plate when subjected to uniform in-plane compression. Therefore, the large-deflection behaviour of the plate under transverse loading can be expressed as a function of the ratio of the pre- to post-buckling in-plane stiffness of the plate, which is given in literature for plates with various membrane boundary conditions of the plate edges. Due to the simplicity of the trial function flexural and membrane actions of the plate are decoupled. It was found that the approximate method gives good insight into the large-deflection behaviour. The results of the approximate method have been compared to the results of finite element solutions and solutions available in litera
dcterms:title
Approximate large deflection analysis of simply supported rectangular plates under loading using plate post-buckling solutions Approximate large deflection analysis of simply supported rectangular plates under loading using plate post-buckling solutions
skos:prefLabel
Approximate large deflection analysis of simply supported rectangular plates under loading using plate post-buckling solutions Approximate large deflection analysis of simply supported rectangular plates under loading using plate post-buckling solutions
skos:notation
RIV/61989100:27120/08:00021625!RIV10-MSM-27120___
n3:aktivita
n13:V
n3:aktivity
V
n3:cisloPeriodika
11
n3:dodaniDat
n5:2010
n3:domaciTvurceVysledku
n16:1688022
n3:druhVysledku
n10:J
n3:duvernostUdaju
n15:S
n3:entitaPredkladatele
n17:predkladatel
n3:idSjednocenehoVysledku
356868
n3:idVysledku
RIV/61989100:27120/08:00021625
n3:jazykVysledku
n7:eng
n3:klicovaSlova
rectangular plates; elastic behaviour; large deflections; transverse loading; imperfection rectangular plates; elastic behaviour; large deflections; transverse loading; imperfection rectangular plates; elastic behaviour; large deflections; transverse loading; imperfection
n3:klicoveSlovo
n4:transverse%20loading n4:elastic%20behaviour n4:large%20deflections n4:rectangular%20plates n4:imperfection n4:imperfection%20rectangular%20plates
n3:kodStatuVydavatele
GB - Spojené království Velké Británie a Severního Irska
n3:kontrolniKodProRIV
[DFF1901686F5]
n3:nazevZdroje
Thin-walled structures
n3:obor
n12:JN
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
3
n3:rokUplatneniVysledku
n5:2008
n3:svazekPeriodika
46
n3:tvurceVysledku
Bakker, M.C.M. Rosmanit, Miroslav Hofmeyer, H
n3:wos
000257811600005
s:issn
0263-8231
s:numberOfPages
11
n11:organizacniJednotka
27120