Ultimate strength of eccentrically loaded steel plates and box sections
Identifieur interne : 004178 ( Main/Exploration ); précédent : 004177; suivant : 004179Ultimate strength of eccentrically loaded steel plates and box sections
Auteurs : N. Rerkshanandana [Thaïlande] ; T. Usami [Japon] ; P. Karasudhi [Thaïlande]Source :
- Computers and Structures [ 0045-7949 ] ; 1979.
Abstract
A finite element method is applied to compute the elastic-plastic post-buckling behavior of initially deflected and eccentrically loaded steel plates and box sections. Comparisons with available theoretical and experimental results reveal that the present finite element analysis gives extremely accurate results even with small numbers of elements. Based on an extensive numerical study, an empirical formula is proposed to predict the ultimate strength of steel plates as well as steel box sections with various supporting conditions.
Url:
DOI: 10.1016/0045-7949(81)90041-9
Affiliations:
Links toward previous steps (curation, corpus...)
- to stream Istex, to step Corpus: 002B94
- to stream Istex, to step Curation: 002980
- to stream Istex, to step Checkpoint: 003325
- to stream Main, to step Merge: 004379
- to stream Main, to step Curation: 004178
Le document en format XML
<record><TEI wicri:istexFullTextTei="biblStruct"><teiHeader><fileDesc><titleStmt><title>Ultimate strength of eccentrically loaded steel plates and box sections</title><author><name sortKey="Rerkshanandana, N" sort="Rerkshanandana, N" uniqKey="Rerkshanandana N" first="N." last="Rerkshanandana">N. Rerkshanandana</name></author><author><name sortKey="Usami, T" sort="Usami, T" uniqKey="Usami T" first="T." last="Usami">T. Usami</name></author><author><name sortKey="Karasudhi, P" sort="Karasudhi, P" uniqKey="Karasudhi P" first="P." last="Karasudhi">P. Karasudhi</name></author></titleStmt><publicationStmt><idno type="wicri:source">ISTEX</idno><idno type="RBID">ISTEX:A974BA44CE72E97259C032D28B31CB1A13854C16</idno><date when="1981" year="1981">1981</date><idno type="doi">10.1016/0045-7949(81)90041-9</idno><idno type="url">https://api.istex.fr/document/A974BA44CE72E97259C032D28B31CB1A13854C16/fulltext/pdf</idno><idno type="wicri:Area/Istex/Corpus">002B94</idno><idno type="wicri:Area/Istex/Curation">002980</idno><idno type="wicri:Area/Istex/Checkpoint">003325</idno><idno type="wicri:doubleKey">0045-7949:1981:Rerkshanandana N:ultimate:strength:of</idno><idno type="wicri:Area/Main/Merge">004379</idno><idno type="wicri:Area/Main/Curation">004178</idno><idno type="wicri:Area/Main/Exploration">004178</idno></publicationStmt><sourceDesc><biblStruct><analytic><title level="a">Ultimate strength of eccentrically loaded steel plates and box sections</title><author><name sortKey="Rerkshanandana, N" sort="Rerkshanandana, N" uniqKey="Rerkshanandana N" first="N." last="Rerkshanandana">N. Rerkshanandana</name><affiliation wicri:level="1"><country xml:lang="fr">Thaïlande</country><wicri:regionArea>Asian Institute of Technology, Bangkok</wicri:regionArea><wicri:noRegion>Bangkok</wicri:noRegion></affiliation></author><author><name sortKey="Usami, T" sort="Usami, T" uniqKey="Usami T" first="T." last="Usami">T. Usami</name><affiliation wicri:level="1"><country xml:lang="fr">Japon</country><wicri:regionArea>Department of Civil Engineering, Nagoya University, Chikusa-ku, Nagoya</wicri:regionArea><wicri:noRegion>Nagoya</wicri:noRegion></affiliation></author><author><name sortKey="Karasudhi, P" sort="Karasudhi, P" uniqKey="Karasudhi P" first="P." last="Karasudhi">P. Karasudhi</name><affiliation wicri:level="1"><country xml:lang="fr">Thaïlande</country><wicri:regionArea>Division of Structural Engineering and construction, Asian Institute of Technology, Bangkok</wicri:regionArea><wicri:noRegion>Bangkok</wicri:noRegion></affiliation></author></analytic><monogr></monogr><series><title level="j">Computers and Structures</title><title level="j" type="abbrev">CAS</title><idno type="ISSN">0045-7949</idno><imprint><publisher>ELSEVIER</publisher><date type="published" when="1979">1979</date><biblScope unit="volume">13</biblScope><biblScope unit="issue">4</biblScope><biblScope unit="page" from="467">467</biblScope><biblScope unit="page" to="481">481</biblScope></imprint><idno type="ISSN">0045-7949</idno></series><idno type="istex">A974BA44CE72E97259C032D28B31CB1A13854C16</idno><idno type="DOI">10.1016/0045-7949(81)90041-9</idno><idno type="PII">0045-7949(81)90041-9</idno></biblStruct></sourceDesc><seriesStmt><idno type="ISSN">0045-7949</idno></seriesStmt></fileDesc><profileDesc><textClass></textClass><langUsage><language ident="en">en</language></langUsage></profileDesc></teiHeader><front><div type="abstract" xml:lang="en">A finite element method is applied to compute the elastic-plastic post-buckling behavior of initially deflected and eccentrically loaded steel plates and box sections. Comparisons with available theoretical and experimental results reveal that the present finite element analysis gives extremely accurate results even with small numbers of elements. Based on an extensive numerical study, an empirical formula is proposed to predict the ultimate strength of steel plates as well as steel box sections with various supporting conditions.</div></front></TEI><affiliations><list><country><li>Japon</li><li>Thaïlande</li></country></list><tree><country name="Thaïlande"><noRegion><name sortKey="Rerkshanandana, N" sort="Rerkshanandana, N" uniqKey="Rerkshanandana N" first="N." last="Rerkshanandana">N. Rerkshanandana</name></noRegion><name sortKey="Karasudhi, P" sort="Karasudhi, P" uniqKey="Karasudhi P" first="P." last="Karasudhi">P. Karasudhi</name></country><country name="Japon"><noRegion><name sortKey="Usami, T" sort="Usami, T" uniqKey="Usami T" first="T." last="Usami">T. Usami</name></noRegion></country></tree></affiliations></record>Pour manipuler ce document sous Unix (Dilib)
EXPLOR_STEP=$WICRI_ROOT/Ticri/CIDE/explor/OcrV1/Data/Main/Exploration
HfdSelect -h $EXPLOR_STEP/biblio.hfd -nk 004178 | SxmlIndent | more
Ou
HfdSelect -h $EXPLOR_AREA/Data/Main/Exploration/biblio.hfd -nk 004178 | SxmlIndent | more
Pour mettre un lien sur cette page dans le réseau Wicri
{{Explor lien
|wiki= Ticri/CIDE
|area= OcrV1
|flux= Main
|étape= Exploration
|type= RBID
|clé= ISTEX:A974BA44CE72E97259C032D28B31CB1A13854C16
|texte= Ultimate strength of eccentrically loaded steel plates and box sections
}}
| This area was generated with Dilib version V0.6.32. |  |