| 查看: 423 | 回复: 1 | ||
[求助]
求助一篇文献 已有1人参与
|
|
TEST OF FABRICATED TUBULAR COLUMNS chen W.F老师的 Title: TEST OF FABRICATED TUBULAR COLUMNS Accession Number: 00164041 Record Type: Component Abstract: Described herein are tests of 10 long fabricated tubular steel columns, of relatively large diameter, with essentially pine-ended conditions. In addition to the behavior, strength, and the manner of failure of the long columns, a number of stub column tests were also made along with the measurements of residual stresses. These residual stresses are both circumferential, due to formation of a flat plate into a cylindrical shape; and longitudinal, resulting from the welding of longitudinal seam needed to complete the fabricated cylinder. Measurement of these stresses is considered essential to any theoretical analysis of column behavior. The maximum strength of the 10 long columns tested (at diameter-to-thickness ratios of 48 and 70 and with a range of slenderness ratio between 39 to 83) is compared with the CRC column curve and good agreement is generally observed. Report/Paper Numbers: ASCE 12809 Corporate Authors: American Society of Civil Engineers 345 East 47th Street New York, NY 10017-2398 USA Authors: Chen, Wai-Fah Ross, D A Pagination: p. 619-634 Publication Date: 1977-3 Serial: Journal of the Structural Division Volume: 103 Issue Number: ST3 Publisher: American Society of Civil Engineers Features: Appendices (2) ; Figures (10) ; References (15) ; Tables (6) TRT Terms: Columns; Fabrication; Failure; Residual stress; Steel; Strength of materials; Thinness; Tubular structures Uncontrolled Terms: Slenderness ratio Subject Areas: Bridges and other structures; Highways Files: TRIS Created Date: Nov 9 1977 12:00AM |
回复此楼» 猜你喜欢
航天502所 高瑛珂博士 婚内征婚 欺骗女性开房
已经有17人回复
-
宿州学院学报
已经有6人回复
-
投稿文章被秒拒了
已经有5人回复
-
地球科学部D01口青年基金，最低几A几B几C才能有几率中呀。
已经有3人回复
-
招收2026级博士生
已经有6人回复
-
博士申请
已经有5人回复
-
西安交大新媒学院副院长用撤稿论文结题
已经有7人回复
-
论文撤稿了
已经有9人回复
2楼2016-12-08 11:31:45