EFFECT OF RESIDUAL-STRESS ON COLD-FORMED STEEL COLUMN STRENGTH

完整後設資料紀錄

DC 欄位	值	語言
dc.contributor.author	WENG, CC	en_US
dc.date.accessioned	2014-12-08T15:05:14Z	-
dc.date.available	2014-12-08T15:05:14Z	-
dc.date.issued	1991-06-01	en_US
dc.identifier.issn	0733-9445	en_US
dc.identifier.uri	http://hdl.handle.net/11536/3781	-
dc.description.abstract	The 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.iso	en_US	en_US
dc.title	EFFECT OF RESIDUAL-STRESS ON COLD-FORMED STEEL COLUMN STRENGTH	en_US
dc.type	Article	en_US
dc.identifier.journal	JOURNAL OF STRUCTURAL ENGINEERING-ASCE	en_US
dc.citation.volume	117	en_US
dc.citation.issue	6	en_US
dc.citation.spage	1622	en_US
dc.citation.epage	1640	en_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.department	National Chiao Tung University	en_US
dc.contributor.department	Department of Civil Engineering	en_US
dc.identifier.wosnumber	WOS:A1991FN17400004	-
dc.citation.woscount	4	-
顯示於類別：	期刊論文

文件中的檔案：

A1991FN17400004.pdf

若為 zip 檔案，請下載檔案解壓縮後，用瀏覽器開啟資料夾中的 index.html 瀏覽全文。