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dc.contributor.authorWENG, CCen_US
dc.date.accessioned2014-12-08T15:05:14Z-
dc.date.available2014-12-08T15:05:14Z-
dc.date.issued1991-06-01en_US
dc.identifier.issn0733-9445en_US
dc.identifier.urihttp://hdl.handle.net/11536/3781-
dc.description.abstractThe effect of residual stress on the flexural buckling strength of cold-formed steel columns is studied. Based on the results of 93 column tests and the measured residual stresses, significant relation is observed between the reduction of column strength, the magnitude and distribution of residual stress, and the flat-width ratio of the plate element of the cold-formed section. In this study, a new concept called the "second reduction" is developed to account for the effect of the residual stresses on the local buckling behavior of cold-formed steel columns. Based on this concept, a possible design procedure is outlined for the prediction of the flexural buckling strength of cold-formed steel columns. The theoretical predictions are found to be in good agreement with the test results.en_US
dc.language.isoen_USen_US
dc.titleEFFECT OF RESIDUAL-STRESS ON COLD-FORMED STEEL COLUMN STRENGTHen_US
dc.typeArticleen_US
dc.identifier.journalJOURNAL OF STRUCTURAL ENGINEERING-ASCEen_US
dc.citation.volume117en_US
dc.citation.issue6en_US
dc.citation.spage1622en_US
dc.citation.epage1640en_US
dc.contributor.department交大名義發表zh_TW
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentNational Chiao Tung Universityen_US
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:A1991FN17400004-
dc.citation.woscount4-
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