Thin-Walled Curved Beams. II: Analytical Solutions for Buckling of Arches

In recent years, after Yoo queried the validity of Vlasov's equations regarding the lateral buckling of a circular arch, there has been a number of papers published with a certain degree of disagreement among various researchers. Based on a comprehensive and consistent formulation of curved bea...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Journal of engineering mechanics 1994-10, Vol.120 (10), p.2102-2125
Hauptverfasser: Kang, Young J, Yoo, Chai H
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 2125
container_issue 10
container_start_page 2102
container_title Journal of engineering mechanics
container_volume 120
creator Kang, Young J
Yoo, Chai H
description In recent years, after Yoo queried the validity of Vlasov's equations regarding the lateral buckling of a circular arch, there has been a number of papers published with a certain degree of disagreement among various researchers. Based on a comprehensive and consistent formulation of curved beam theory presented in the previous paper, closed-form solutions thus obtained are used for comparison of the present theoretical study to others. In the present paper, major potential sources of discrepancies are traced, thereby the rigor and validity of the present formulation is demonstrated. Also, the study on the buckling modes of arches subjected to the condition of uniform bending gives an insight for better understanding of lateral buckling characteristics of arches.
doi_str_mv 10.1061/(ASCE)0733-9399(1994)120:10(2102)
format Article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_27271358</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>27271358</sourcerecordid><originalsourceid>FETCH-LOGICAL-a330t-993ff767442f74a5bc12865ce318a2ba8c5ac25ce89457dfc036153594bc8b073</originalsourceid><addsrcrecordid>eNqFkE1PAjEQhhujiYj-hz0YA4fFfu1HOQkrKgb1AMbES1NKK4tlF1vWhH9vG9CrkzSTSZ68M30A6CLYQzBF153BtBh1YUZIzAhjHcQY7SIM-wh2MIK4ewRaiFESZ3nOjkHrjzwFZ86tIEQ0ZWkLjGfLsorfhDFqERWN_fZtqMTa9aLxuB8NKmF221IKE01r02zLunKRrm00bOSnKauPqNbRwMqlcufgRAvj1MWht8Hr3WhWPMSTl_txMZjEghC4jRkjWmdpRinWGRXJXCKcp4lUBOUCz0UuEyGxn3NGk2yhJSQpSkjC6Fzmc_-NNrja525s_dUot-Xr0klljKhU3TiOM5whkuQevNmD0tbOWaX5xpZrYXccQR4kch4k8qCGBzU8SOReYgCCRB9xedglnHegrahk6f5yCMUEkYC97zFPKb6qG-u1Of44en66nUHvGsNQyL8Qux9-j_jvhh9UOYk3</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>27271358</pqid></control><display><type>article</type><title>Thin-Walled Curved Beams. II: Analytical Solutions for Buckling of Arches</title><source>American Society of Civil Engineers:NESLI2:Journals:2014</source><creator>Kang, Young J ; Yoo, Chai H</creator><creatorcontrib>Kang, Young J ; Yoo, Chai H</creatorcontrib><description>In recent years, after Yoo queried the validity of Vlasov's equations regarding the lateral buckling of a circular arch, there has been a number of papers published with a certain degree of disagreement among various researchers. Based on a comprehensive and consistent formulation of curved beam theory presented in the previous paper, closed-form solutions thus obtained are used for comparison of the present theoretical study to others. In the present paper, major potential sources of discrepancies are traced, thereby the rigor and validity of the present formulation is demonstrated. Also, the study on the buckling modes of arches subjected to the condition of uniform bending gives an insight for better understanding of lateral buckling characteristics of arches.</description><identifier>ISSN: 0733-9399</identifier><identifier>EISSN: 1943-7889</identifier><identifier>DOI: 10.1061/(ASCE)0733-9399(1994)120:10(2102)</identifier><identifier>CODEN: JENMDT</identifier><language>eng</language><publisher>Reston, VA: American Society of Civil Engineers</publisher><subject>Applied sciences ; Buckling ; Buildings. Public works ; Computation methods. Tables. Charts ; Exact sciences and technology ; Fundamental areas of phenomenology (including applications) ; Physics ; Solid mechanics ; Structural analysis. Stresses ; Structural and continuum mechanics ; TECHNICAL PAPERS</subject><ispartof>Journal of engineering mechanics, 1994-10, Vol.120 (10), p.2102-2125</ispartof><rights>Copyright © 1994 American Society of Civil Engineers</rights><rights>1995 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a330t-993ff767442f74a5bc12865ce318a2ba8c5ac25ce89457dfc036153594bc8b073</citedby><cites>FETCH-LOGICAL-a330t-993ff767442f74a5bc12865ce318a2ba8c5ac25ce89457dfc036153594bc8b073</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)0733-9399(1994)120:10(2102)$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)0733-9399(1994)120:10(2102)$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,780,784,27924,27925,76193,76201</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&amp;idt=3423132$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Kang, Young J</creatorcontrib><creatorcontrib>Yoo, Chai H</creatorcontrib><title>Thin-Walled Curved Beams. II: Analytical Solutions for Buckling of Arches</title><title>Journal of engineering mechanics</title><description>In recent years, after Yoo queried the validity of Vlasov's equations regarding the lateral buckling of a circular arch, there has been a number of papers published with a certain degree of disagreement among various researchers. Based on a comprehensive and consistent formulation of curved beam theory presented in the previous paper, closed-form solutions thus obtained are used for comparison of the present theoretical study to others. In the present paper, major potential sources of discrepancies are traced, thereby the rigor and validity of the present formulation is demonstrated. Also, the study on the buckling modes of arches subjected to the condition of uniform bending gives an insight for better understanding of lateral buckling characteristics of arches.</description><subject>Applied sciences</subject><subject>Buckling</subject><subject>Buildings. Public works</subject><subject>Computation methods. Tables. Charts</subject><subject>Exact sciences and technology</subject><subject>Fundamental areas of phenomenology (including applications)</subject><subject>Physics</subject><subject>Solid mechanics</subject><subject>Structural analysis. Stresses</subject><subject>Structural and continuum mechanics</subject><subject>TECHNICAL PAPERS</subject><issn>0733-9399</issn><issn>1943-7889</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1994</creationdate><recordtype>article</recordtype><recordid>eNqFkE1PAjEQhhujiYj-hz0YA4fFfu1HOQkrKgb1AMbES1NKK4tlF1vWhH9vG9CrkzSTSZ68M30A6CLYQzBF153BtBh1YUZIzAhjHcQY7SIM-wh2MIK4ewRaiFESZ3nOjkHrjzwFZ86tIEQ0ZWkLjGfLsorfhDFqERWN_fZtqMTa9aLxuB8NKmF221IKE01r02zLunKRrm00bOSnKauPqNbRwMqlcufgRAvj1MWht8Hr3WhWPMSTl_txMZjEghC4jRkjWmdpRinWGRXJXCKcp4lUBOUCz0UuEyGxn3NGk2yhJSQpSkjC6Fzmc_-NNrja525s_dUot-Xr0klljKhU3TiOM5whkuQevNmD0tbOWaX5xpZrYXccQR4kch4k8qCGBzU8SOReYgCCRB9xedglnHegrahk6f5yCMUEkYC97zFPKb6qG-u1Of44en66nUHvGsNQyL8Qux9-j_jvhh9UOYk3</recordid><startdate>19941001</startdate><enddate>19941001</enddate><creator>Kang, Young J</creator><creator>Yoo, Chai H</creator><general>American Society of Civil Engineers</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>19941001</creationdate><title>Thin-Walled Curved Beams. II: Analytical Solutions for Buckling of Arches</title><author>Kang, Young J ; Yoo, Chai H</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a330t-993ff767442f74a5bc12865ce318a2ba8c5ac25ce89457dfc036153594bc8b073</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1994</creationdate><topic>Applied sciences</topic><topic>Buckling</topic><topic>Buildings. Public works</topic><topic>Computation methods. Tables. Charts</topic><topic>Exact sciences and technology</topic><topic>Fundamental areas of phenomenology (including applications)</topic><topic>Physics</topic><topic>Solid mechanics</topic><topic>Structural analysis. Stresses</topic><topic>Structural and continuum mechanics</topic><topic>TECHNICAL PAPERS</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Kang, Young J</creatorcontrib><creatorcontrib>Yoo, Chai H</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of engineering mechanics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Kang, Young J</au><au>Yoo, Chai H</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Thin-Walled Curved Beams. II: Analytical Solutions for Buckling of Arches</atitle><jtitle>Journal of engineering mechanics</jtitle><date>1994-10-01</date><risdate>1994</risdate><volume>120</volume><issue>10</issue><spage>2102</spage><epage>2125</epage><pages>2102-2125</pages><issn>0733-9399</issn><eissn>1943-7889</eissn><coden>JENMDT</coden><abstract>In recent years, after Yoo queried the validity of Vlasov's equations regarding the lateral buckling of a circular arch, there has been a number of papers published with a certain degree of disagreement among various researchers. Based on a comprehensive and consistent formulation of curved beam theory presented in the previous paper, closed-form solutions thus obtained are used for comparison of the present theoretical study to others. In the present paper, major potential sources of discrepancies are traced, thereby the rigor and validity of the present formulation is demonstrated. Also, the study on the buckling modes of arches subjected to the condition of uniform bending gives an insight for better understanding of lateral buckling characteristics of arches.</abstract><cop>Reston, VA</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)0733-9399(1994)120:10(2102)</doi><tpages>24</tpages></addata></record>
fulltext fulltext
identifier ISSN: 0733-9399
ispartof Journal of engineering mechanics, 1994-10, Vol.120 (10), p.2102-2125
issn 0733-9399
1943-7889
language eng
recordid cdi_proquest_miscellaneous_27271358
source American Society of Civil Engineers:NESLI2:Journals:2014
subjects Applied sciences
Buckling
Buildings. Public works
Computation methods. Tables. Charts
Exact sciences and technology
Fundamental areas of phenomenology (including applications)
Physics
Solid mechanics
Structural analysis. Stresses
Structural and continuum mechanics
TECHNICAL PAPERS
title Thin-Walled Curved Beams. II: Analytical Solutions for Buckling of Arches
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-19T20%3A17%3A18IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Thin-Walled%20Curved%20Beams.%20II:%20Analytical%20Solutions%20for%20Buckling%20of%20Arches&rft.jtitle=Journal%20of%20engineering%20mechanics&rft.au=Kang,%20Young%20J&rft.date=1994-10-01&rft.volume=120&rft.issue=10&rft.spage=2102&rft.epage=2125&rft.pages=2102-2125&rft.issn=0733-9399&rft.eissn=1943-7889&rft.coden=JENMDT&rft_id=info:doi/10.1061/(ASCE)0733-9399(1994)120:10(2102)&rft_dat=%3Cproquest_cross%3E27271358%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=27271358&rft_id=info:pmid/&rfr_iscdi=true