Flexural buckling of stainless steel angle columns
Recent research works on stainless steel open sections showed that the flexural buckling curves for stainless steel in EN1993-1-4 need to be revised. It is necessary to conduct an extensive analysis on the behavior of stainless steel angle and channel columns analyzing the influence of the interacti...
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| creator | Gouveia Rada, Maria Fernanda |
| description | Recent research works on stainless steel open sections showed that the flexural buckling curves for stainless steel in EN1993-1-4 need to be revised. It is necessary to conduct an extensive analysis on the behavior of stainless steel angle and channel columns analyzing the influence of the interaction of flexural buckling with other buckling modes and the torsional or local buckling. The study will be based on numerical analyses comprising several stainless steel grades, cross-section sizes and member slenderness. New buckling curves will be proposed. |
| format | Dissertation |
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It is necessary to conduct an extensive analysis on the behavior of stainless steel angle and channel columns analyzing the influence of the interaction of flexural buckling with other buckling modes and the torsional or local buckling. The study will be based on numerical analyses comprising several stainless steel grades, cross-section sizes and member slenderness. New buckling curves will be proposed.</description><language>eng</language><publisher>Universitat Politècnica de Catalunya</publisher><subject>angle sections ; Disseny d'estructures ; Enginyeria civil ; Esforç i tensió ; flexural buckling ; Strains and stresses ; Structural design ; Àrees temàtiques de la UPC</subject><creationdate>2018</creationdate><rights>Attribution 3.0 Spain info:eu-repo/semantics/openAccess <a href="http://creativecommons.org/licenses/by/3.0/es/">http://creativecommons.org/licenses/by/3.0/es/</a></rights><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>230,311,776,881,26951</link.rule.ids><linktorsrc>$$Uhttps://recercat.cat/handle/2072/326948$$EView_record_in_Consorci_de_Serveis_Universitaris_de_Catalunya_(CSUC)$$FView_record_in_$$GConsorci_de_Serveis_Universitaris_de_Catalunya_(CSUC)$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>Gouveia Rada, Maria Fernanda</creatorcontrib><title>Flexural buckling of stainless steel angle columns</title><description>Recent research works on stainless steel open sections showed that the flexural buckling curves for stainless steel in EN1993-1-4 need to be revised. It is necessary to conduct an extensive analysis on the behavior of stainless steel angle and channel columns analyzing the influence of the interaction of flexural buckling with other buckling modes and the torsional or local buckling. The study will be based on numerical analyses comprising several stainless steel grades, cross-section sizes and member slenderness. New buckling curves will be proposed.</description><subject>angle sections</subject><subject>Disseny d'estructures</subject><subject>Enginyeria civil</subject><subject>Esforç i tensió</subject><subject>flexural buckling</subject><subject>Strains and stresses</subject><subject>Structural design</subject><subject>Àrees temàtiques de la UPC</subject><fulltext>true</fulltext><rsrctype>dissertation</rsrctype><creationdate>2018</creationdate><recordtype>dissertation</recordtype><sourceid>XX2</sourceid><recordid>eNrjZDByy0mtKC1KzFFIKk3OzsnMS1fIT1MoLknMzMtJLS4GslJTcxQS89JzUhWS83NKc_OKeRhY0xJzilN5oTQ3g6Gba4izh25ycWlyfFFqcmpRcmJJfH5iJoIDwkYG5kbxxkZmliYWxuToAQDefDmP</recordid><startdate>201801</startdate><enddate>201801</enddate><creator>Gouveia Rada, Maria Fernanda</creator><general>Universitat Politècnica de Catalunya</general><scope>XX2</scope></search><sort><creationdate>201801</creationdate><title>Flexural buckling of stainless steel angle columns</title><author>Gouveia Rada, Maria Fernanda</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-csuc_recercat_oai_recercat_cat_2072_3269483</frbrgroupid><rsrctype>dissertations</rsrctype><prefilter>dissertations</prefilter><language>eng</language><creationdate>2018</creationdate><topic>angle sections</topic><topic>Disseny d'estructures</topic><topic>Enginyeria civil</topic><topic>Esforç i tensió</topic><topic>flexural buckling</topic><topic>Strains and stresses</topic><topic>Structural design</topic><topic>Àrees temàtiques de la UPC</topic><toplevel>online_resources</toplevel><creatorcontrib>Gouveia Rada, Maria Fernanda</creatorcontrib><collection>Recercat</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Gouveia Rada, Maria Fernanda</au><format>dissertation</format><genre>dissertation</genre><ristype>THES</ristype><btitle>Flexural buckling of stainless steel angle columns</btitle><date>2018-01</date><risdate>2018</risdate><abstract>Recent research works on stainless steel open sections showed that the flexural buckling curves for stainless steel in EN1993-1-4 need to be revised. It is necessary to conduct an extensive analysis on the behavior of stainless steel angle and channel columns analyzing the influence of the interaction of flexural buckling with other buckling modes and the torsional or local buckling. The study will be based on numerical analyses comprising several stainless steel grades, cross-section sizes and member slenderness. New buckling curves will be proposed.</abstract><pub>Universitat Politècnica de Catalunya</pub><oa>free_for_read</oa></addata></record> |
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| language | eng |
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| subjects | angle sections Disseny d'estructures Enginyeria civil Esforç i tensió flexural buckling Strains and stresses Structural design Àrees temàtiques de la UPC |
| title | Flexural buckling of stainless steel angle columns |
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