DEGRADATION OF THE COMPRESSIVE STRENGTH OF UNSTIFFENED/STIFFENED STEEL PLATES DUE TO BOTH-SIDES RANDOMLY DISTRIBUTED CORROSION WASTAGE

Bibliographic Details
Main Author: NOURI, ZORAREH HADJ MOHAMMAD ESMAEIL
Publication Date: 2010
Other Authors: KHEDMATI, MOHAMMAD REZA, ROSHANALI, MOHAMMAD MAHDI
Format: Article
Language: eng
Source: Latin American journal of solids and structures (Online)
Download full: https://www.lajss.org/index.php/LAJSS/article/view/272
Summary: THE PAPER ADDRESSES THE PROBLEM OF THE INFLUENCE OF RANDOMLY DISTRIBUTED CORROSION WASTAGE ON THE COLLAPSE STRENGTH AND BEHAVIOUR OF UNSTIFFENED/STIFFENED STEEL PLATES IN LONGITUDINAL COMPRESSION. A SERIES OF ELASTIC-PLASTIC LARGE DEFLECTION FINITE ELEMENT ANALYSES IS PERFORMED ON BOTH-SIDES RANDOMLY CORRODED STEEL PLATES AND STIFFENED PLATES. THE EFFECTS OF GENERAL CORROSION ARE INTRODUCED INTO THE FINITE ELEMENT MODELS USING A NOVEL RANDOM THICKNESS SURFACE MODEL. BUCKLING STRENGTH, POST-BUCKLING BEHAVIOUR, ULTIMATE STRENGTH AND POST-ULTIMATE BEHAVIOUR OF THE MODELS ARE INVESTIGATED AS RESULTS OF BOTH-SIDES RANDOM CORROSION.
id ABCM-1_209254d2c835dce363018c86872acf7a
oai_identifier_str oai:ojs.pkp.sfu.ca:article/272
network_acronym_str ABCM-1
network_name_str Latin American journal of solids and structures (Online)
repository_id_str
spelling DEGRADATION OF THE COMPRESSIVE STRENGTH OF UNSTIFFENED/STIFFENED STEEL PLATES DUE TO BOTH-SIDES RANDOMLY DISTRIBUTED CORROSION WASTAGEIMPERFECTIONSTEELPLATESTIFFENERBOTH-SIDES CORROSIONRANDOM THICKNESS SURFACE MODELULTIMATE STRENGTHBUCKLING STRENGTHBEHAVIOURNONLINEAR FINITE ELEMENT ANALYSISTHE PAPER ADDRESSES THE PROBLEM OF THE INFLUENCE OF RANDOMLY DISTRIBUTED CORROSION WASTAGE ON THE COLLAPSE STRENGTH AND BEHAVIOUR OF UNSTIFFENED/STIFFENED STEEL PLATES IN LONGITUDINAL COMPRESSION. A SERIES OF ELASTIC-PLASTIC LARGE DEFLECTION FINITE ELEMENT ANALYSES IS PERFORMED ON BOTH-SIDES RANDOMLY CORRODED STEEL PLATES AND STIFFENED PLATES. THE EFFECTS OF GENERAL CORROSION ARE INTRODUCED INTO THE FINITE ELEMENT MODELS USING A NOVEL RANDOM THICKNESS SURFACE MODEL. BUCKLING STRENGTH, POST-BUCKLING BEHAVIOUR, ULTIMATE STRENGTH AND POST-ULTIMATE BEHAVIOUR OF THE MODELS ARE INVESTIGATED AS RESULTS OF BOTH-SIDES RANDOM CORROSION. LAJSS is run by a team of researchers, like you!2010-09-02info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfapplication/mswordapplication/mswordapplication/mswordhttps://www.lajss.org/index.php/LAJSS/article/view/272Latin American Journal of Solids and Structures; Vol. 7 No. 3 (2010); 3351679-78251679-7817reponame:Latin American journal of solids and structures (Online)instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)instacron:ABCMenghttps://www.lajss.org/index.php/LAJSS/article/view/272/241https://www.lajss.org/index.php/LAJSS/article/view/272/2485https://www.lajss.org/index.php/LAJSS/article/view/272/2486https://www.lajss.org/index.php/LAJSS/article/view/272/2487Copyright (c) 2018 LATIN AMERICAN JOURNAL OF SOLIDS AND STRUCTURESinfo:eu-repo/semantics/openAccessNOURI, ZORAREH HADJ MOHAMMAD ESMAEILKHEDMATI, MOHAMMAD REZAROSHANALI, MOHAMMAD MAHDI2023-08-23T12:01:50Zoai:ojs.pkp.sfu.ca:article/272Revistahttps://www.lajss.org/index.php/LAJSS/PRIhttps://www.lajss.org/index.php/LAJSS/oaiabcm@abcm.org.br||maralves@usp.br||lajsssecretary@gmsie.usp.br1679-78251679-7817opendoar:2023-08-23T12:01:50Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)false
dc.title.none.fl_str_mv DEGRADATION OF THE COMPRESSIVE STRENGTH OF UNSTIFFENED/STIFFENED STEEL PLATES DUE TO BOTH-SIDES RANDOMLY DISTRIBUTED CORROSION WASTAGE
title DEGRADATION OF THE COMPRESSIVE STRENGTH OF UNSTIFFENED/STIFFENED STEEL PLATES DUE TO BOTH-SIDES RANDOMLY DISTRIBUTED CORROSION WASTAGE
spellingShingle DEGRADATION OF THE COMPRESSIVE STRENGTH OF UNSTIFFENED/STIFFENED STEEL PLATES DUE TO BOTH-SIDES RANDOMLY DISTRIBUTED CORROSION WASTAGE
NOURI, ZORAREH HADJ MOHAMMAD ESMAEIL
IMPERFECTION
STEEL
PLATE
STIFFENER
BOTH-SIDES CORROSION
RANDOM THICKNESS SURFACE MODEL
ULTIMATE STRENGTH
BUCKLING STRENGTH
BEHAVIOUR
NONLINEAR FINITE ELEMENT ANALYSIS
title_short DEGRADATION OF THE COMPRESSIVE STRENGTH OF UNSTIFFENED/STIFFENED STEEL PLATES DUE TO BOTH-SIDES RANDOMLY DISTRIBUTED CORROSION WASTAGE
title_full DEGRADATION OF THE COMPRESSIVE STRENGTH OF UNSTIFFENED/STIFFENED STEEL PLATES DUE TO BOTH-SIDES RANDOMLY DISTRIBUTED CORROSION WASTAGE
title_fullStr DEGRADATION OF THE COMPRESSIVE STRENGTH OF UNSTIFFENED/STIFFENED STEEL PLATES DUE TO BOTH-SIDES RANDOMLY DISTRIBUTED CORROSION WASTAGE
title_full_unstemmed DEGRADATION OF THE COMPRESSIVE STRENGTH OF UNSTIFFENED/STIFFENED STEEL PLATES DUE TO BOTH-SIDES RANDOMLY DISTRIBUTED CORROSION WASTAGE
title_sort DEGRADATION OF THE COMPRESSIVE STRENGTH OF UNSTIFFENED/STIFFENED STEEL PLATES DUE TO BOTH-SIDES RANDOMLY DISTRIBUTED CORROSION WASTAGE
author NOURI, ZORAREH HADJ MOHAMMAD ESMAEIL
author_facet NOURI, ZORAREH HADJ MOHAMMAD ESMAEIL
KHEDMATI, MOHAMMAD REZA
ROSHANALI, MOHAMMAD MAHDI
author_role author
author2 KHEDMATI, MOHAMMAD REZA
ROSHANALI, MOHAMMAD MAHDI
author2_role author
author
dc.contributor.author.fl_str_mv NOURI, ZORAREH HADJ MOHAMMAD ESMAEIL
KHEDMATI, MOHAMMAD REZA
ROSHANALI, MOHAMMAD MAHDI
dc.subject.por.fl_str_mv IMPERFECTION
STEEL
PLATE
STIFFENER
BOTH-SIDES CORROSION
RANDOM THICKNESS SURFACE MODEL
ULTIMATE STRENGTH
BUCKLING STRENGTH
BEHAVIOUR
NONLINEAR FINITE ELEMENT ANALYSIS
topic IMPERFECTION
STEEL
PLATE
STIFFENER
BOTH-SIDES CORROSION
RANDOM THICKNESS SURFACE MODEL
ULTIMATE STRENGTH
BUCKLING STRENGTH
BEHAVIOUR
NONLINEAR FINITE ELEMENT ANALYSIS
description THE PAPER ADDRESSES THE PROBLEM OF THE INFLUENCE OF RANDOMLY DISTRIBUTED CORROSION WASTAGE ON THE COLLAPSE STRENGTH AND BEHAVIOUR OF UNSTIFFENED/STIFFENED STEEL PLATES IN LONGITUDINAL COMPRESSION. A SERIES OF ELASTIC-PLASTIC LARGE DEFLECTION FINITE ELEMENT ANALYSES IS PERFORMED ON BOTH-SIDES RANDOMLY CORRODED STEEL PLATES AND STIFFENED PLATES. THE EFFECTS OF GENERAL CORROSION ARE INTRODUCED INTO THE FINITE ELEMENT MODELS USING A NOVEL RANDOM THICKNESS SURFACE MODEL. BUCKLING STRENGTH, POST-BUCKLING BEHAVIOUR, ULTIMATE STRENGTH AND POST-ULTIMATE BEHAVIOUR OF THE MODELS ARE INVESTIGATED AS RESULTS OF BOTH-SIDES RANDOM CORROSION.
publishDate 2010
dc.date.none.fl_str_mv 2010-09-02
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv https://www.lajss.org/index.php/LAJSS/article/view/272
url https://www.lajss.org/index.php/LAJSS/article/view/272
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv https://www.lajss.org/index.php/LAJSS/article/view/272/241
https://www.lajss.org/index.php/LAJSS/article/view/272/2485
https://www.lajss.org/index.php/LAJSS/article/view/272/2486
https://www.lajss.org/index.php/LAJSS/article/view/272/2487
dc.rights.driver.fl_str_mv Copyright (c) 2018 LATIN AMERICAN JOURNAL OF SOLIDS AND STRUCTURES
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Copyright (c) 2018 LATIN AMERICAN JOURNAL OF SOLIDS AND STRUCTURES
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
application/msword
application/msword
application/msword
dc.publisher.none.fl_str_mv LAJSS is run by a team of researchers, like you!
publisher.none.fl_str_mv LAJSS is run by a team of researchers, like you!
dc.source.none.fl_str_mv Latin American Journal of Solids and Structures; Vol. 7 No. 3 (2010); 335
1679-7825
1679-7817
reponame:Latin American journal of solids and structures (Online)
instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
instname_str Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron_str ABCM
institution ABCM
reponame_str Latin American journal of solids and structures (Online)
collection Latin American journal of solids and structures (Online)
repository.name.fl_str_mv Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
repository.mail.fl_str_mv abcm@abcm.org.br||maralves@usp.br||lajsssecretary@gmsie.usp.br
_version_ 1830289375110365184