LOW CYCLE FATIGUE BEHAVIOUR OF STRUCTURAL STEEL MEMBERS AND CONNECTIONS
— An experimental study was carried out to investigate the low‐cycle fatigue behaviour of steel beam and beam‐column members, as well as of steel connections, with particular emphasis on beam‐to‐column joints. Several full‐scale specimens were tested, in a multi‐specimen testing program, using const...
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| Veröffentlicht in: | Fatigue & fracture of engineering materials & structures 1997-08, Vol.20 (8), p.1129-1146 |
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| container_title | Fatigue & fracture of engineering materials & structures |
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| creator | Ballio, G. Calado, L. Castiglioni, C. A. |
| description | — An experimental study was carried out to investigate the low‐cycle fatigue behaviour of steel beam and beam‐column members, as well as of steel connections, with particular emphasis on beam‐to‐column joints. Several full‐scale specimens were tested, in a multi‐specimen testing program, using constant‐amplitude displacement histories, to develop a cumulative‐damage model. Variable amplitude tests were carried out in order to verify the validity of the proposed model.
It is shown that the S‐N curves given by codes for high‐cycle fatigue can be used to interpret the low‐cycle fatigue behaviour of steel members and connections. Miner's rule can be used, together with the previously defined S‐N curves and with a cycle counting method to define a unified cumulative damage model valid for both high and low cycle fatigue. A general failure criterion is proposed which considers the actual energy dissipation through plastic deformation. |
| doi_str_mv | 10.1111/j.1460-2695.1997.tb00318.x |
| format | Article |
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It is shown that the S‐N curves given by codes for high‐cycle fatigue can be used to interpret the low‐cycle fatigue behaviour of steel members and connections. Miner's rule can be used, together with the previously defined S‐N curves and with a cycle counting method to define a unified cumulative damage model valid for both high and low cycle fatigue. A general failure criterion is proposed which considers the actual energy dissipation through plastic deformation.</description><identifier>ISSN: 8756-758X</identifier><identifier>EISSN: 1460-2695</identifier><identifier>DOI: 10.1111/j.1460-2695.1997.tb00318.x</identifier><language>eng</language><publisher>Oxford, UK: Blackwell Publishing Ltd</publisher><subject>Design Codes ; Miner's rule ; S-N curves ; Steel components ; Structural tests</subject><ispartof>Fatigue & fracture of engineering materials & structures, 1997-08, Vol.20 (8), p.1129-1146</ispartof><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c3869-706a72bf957d1c6f87f1b852c843a3662e3480bbca38e97b51c024cb74d602973</citedby><cites>FETCH-LOGICAL-c3869-706a72bf957d1c6f87f1b852c843a3662e3480bbca38e97b51c024cb74d602973</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://onlinelibrary.wiley.com/doi/pdf/10.1111%2Fj.1460-2695.1997.tb00318.x$$EPDF$$P50$$Gwiley$$H</linktopdf><linktohtml>$$Uhttps://onlinelibrary.wiley.com/doi/full/10.1111%2Fj.1460-2695.1997.tb00318.x$$EHTML$$P50$$Gwiley$$H</linktohtml><link.rule.ids>314,776,780,1411,27901,27902,45550,45551</link.rule.ids></links><search><creatorcontrib>Ballio, G.</creatorcontrib><creatorcontrib>Calado, L.</creatorcontrib><creatorcontrib>Castiglioni, C. A.</creatorcontrib><title>LOW CYCLE FATIGUE BEHAVIOUR OF STRUCTURAL STEEL MEMBERS AND CONNECTIONS</title><title>Fatigue & fracture of engineering materials & structures</title><description>— An experimental study was carried out to investigate the low‐cycle fatigue behaviour of steel beam and beam‐column members, as well as of steel connections, with particular emphasis on beam‐to‐column joints. Several full‐scale specimens were tested, in a multi‐specimen testing program, using constant‐amplitude displacement histories, to develop a cumulative‐damage model. Variable amplitude tests were carried out in order to verify the validity of the proposed model.
It is shown that the S‐N curves given by codes for high‐cycle fatigue can be used to interpret the low‐cycle fatigue behaviour of steel members and connections. Miner's rule can be used, together with the previously defined S‐N curves and with a cycle counting method to define a unified cumulative damage model valid for both high and low cycle fatigue. A general failure criterion is proposed which considers the actual energy dissipation through plastic deformation.</description><subject>Design Codes</subject><subject>Miner's rule</subject><subject>S-N curves</subject><subject>Steel components</subject><subject>Structural tests</subject><issn>8756-758X</issn><issn>1460-2695</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1997</creationdate><recordtype>article</recordtype><recordid>eNqVkE1PwkAURSdGExH9D40Ld63z0c6HG1PKtBBLa6AVXU3aMk1AFOxAhH9vCYS9b_Ne8u49iwPAPYIOaudx4SCXQhtT4TlICOZsSggJ4s7uAnTOr0vQ4cyjNvP4-zW4MWYBIaIuIR0QxenUCj6CWFqhnw2jXFo9OfDfhmk-ttLQmmTjPMjysR-3p5SxNZKjnhxPLD_pW0GaJDLIhmkyuQVXdbE0-u60uyAPZRYM7DiNhoEf2xXhVNgM0oLhshYem6GK1pzVqOQerrhLCkIp1sTlsCyrgnAtWOmhCmK3Kpk7oxALRrrg4chdN6ufrTYb9TU3lV4ui2-92hqFqUcFobgNPh2DVbMyptG1Wjfzr6LZKwTVwZ1aqIMgdRCkDu7UyZ3ateXnY_l3vtT7fzRVGEqEsGgJ9pEwNxu9OxOK5lNRRpinpkmkcD9BNJu-qFfyBxLbfpg</recordid><startdate>199708</startdate><enddate>199708</enddate><creator>Ballio, G.</creator><creator>Calado, L.</creator><creator>Castiglioni, C. A.</creator><general>Blackwell Publishing Ltd</general><scope>BSCLL</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7TB</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>199708</creationdate><title>LOW CYCLE FATIGUE BEHAVIOUR OF STRUCTURAL STEEL MEMBERS AND CONNECTIONS</title><author>Ballio, G. ; Calado, L. ; Castiglioni, C. A.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c3869-706a72bf957d1c6f87f1b852c843a3662e3480bbca38e97b51c024cb74d602973</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1997</creationdate><topic>Design Codes</topic><topic>Miner's rule</topic><topic>S-N curves</topic><topic>Steel components</topic><topic>Structural tests</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Ballio, G.</creatorcontrib><creatorcontrib>Calado, L.</creatorcontrib><creatorcontrib>Castiglioni, C. A.</creatorcontrib><collection>Istex</collection><collection>CrossRef</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Fatigue & fracture of engineering materials & structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Ballio, G.</au><au>Calado, L.</au><au>Castiglioni, C. A.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>LOW CYCLE FATIGUE BEHAVIOUR OF STRUCTURAL STEEL MEMBERS AND CONNECTIONS</atitle><jtitle>Fatigue & fracture of engineering materials & structures</jtitle><date>1997-08</date><risdate>1997</risdate><volume>20</volume><issue>8</issue><spage>1129</spage><epage>1146</epage><pages>1129-1146</pages><issn>8756-758X</issn><eissn>1460-2695</eissn><abstract>— An experimental study was carried out to investigate the low‐cycle fatigue behaviour of steel beam and beam‐column members, as well as of steel connections, with particular emphasis on beam‐to‐column joints. Several full‐scale specimens were tested, in a multi‐specimen testing program, using constant‐amplitude displacement histories, to develop a cumulative‐damage model. Variable amplitude tests were carried out in order to verify the validity of the proposed model.
It is shown that the S‐N curves given by codes for high‐cycle fatigue can be used to interpret the low‐cycle fatigue behaviour of steel members and connections. Miner's rule can be used, together with the previously defined S‐N curves and with a cycle counting method to define a unified cumulative damage model valid for both high and low cycle fatigue. A general failure criterion is proposed which considers the actual energy dissipation through plastic deformation.</abstract><cop>Oxford, UK</cop><pub>Blackwell Publishing Ltd</pub><doi>10.1111/j.1460-2695.1997.tb00318.x</doi><tpages>18</tpages></addata></record> |
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| identifier | ISSN: 8756-758X |
| ispartof | Fatigue & fracture of engineering materials & structures, 1997-08, Vol.20 (8), p.1129-1146 |
| issn | 8756-758X 1460-2695 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_26569362 |
| source | Wiley Online Library Journals Frontfile Complete |
| subjects | Design Codes Miner's rule S-N curves Steel components Structural tests |
| title | LOW CYCLE FATIGUE BEHAVIOUR OF STRUCTURAL STEEL MEMBERS AND CONNECTIONS |
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