Citation: | Wang Yuanqing, Guan Jian, Zhang Yong, Shi Yongjiu, Yang Lu. EXPERIMENTAL STUDY ON RESIDUAL STRESS OF AUSTENITIC STAINLESS STEEL 316 IN FABRICATED I- SECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 45-50,44. doi: 10.13204/j.gyjz2011205007 |
[2] 王元清,袁焕鑫,石永久,等. 不锈钢结构的应用和研究现状[J]. 钢结构,2010,25(2): 1-12.
|
Baddoo N R. Stainless Steel in Construction: A Review of Research,Applications,Challenges and Opportunities[J]. Journal of Constructional Steel Research,2008,64(11): 1199-1206.
|
[3] Gardner L,Cruise R B. Modeling of Residual Stress in Structural Stainless Steel Sections[J]. Journal of Structural Engineering,2009,135(1): 42-53.
|
[4] EN 1993-1-4. Eurocode 3: Design of Steel Structures-Part 1-4:General Rules-Supplementary Rules for Stainless Steels[S]. 2006.
|
[5] ASCE. Specification for the Design of Cold-Formed Stainless Steel Structural Members[S]. SEI/ASCE 8-02(Standard No. 02-008). American Society of Civil Engineers,2002.
|
[6] AS/NZS 4673: 2001. Cold Formed Stainless Steel Structures[S]. 2001.
|
[7] The Design and Construction Standards for Stainless Steel Structures[S]. Stainless Steel Building Association of Japan,1995.
|
[8] Ashral M,Gardner L,Nethercot D A. Finite Element Modeling of Structural Stainless Steel Cross Sections[J]. Journal of Thin Walled Structures,2006,44:1048-1062.
|
[9] 高博. 焊接工字形不锈钢受弯构件变形性能及稳定性研究[D]. 重庆: 重庆大学,2011.
|
[10] 王国周. 钢结构残余应力分布的若干特点[J]. 工业建筑,1981,11(8):31-35,20.
|
[11] 班慧勇,施刚,邢海军,等. Q420 等边角钢轴压杆稳定性能研 究(I)[J]. 土木工程学报,2010,43(7): 14-21.
|
[12] Tebedge N,Alpsten G,Tall L. Residual-Stress Measurement by the Sectioning Method[J]. Experimental Mechanics,1973,13 (2): 88-96.
|
[13] 王国周,赵家齐. 焊接与热轧工字钢残余应力的测定[J]. 工业建筑,1986,16(7): 32-37.
|
[14] Gardner L. A New Approach to Stainless Steel Structural Design[D ]. London: Department of Civil and Environmental Engineering,Imperial College,2002.
|
[15] Cruise R B,Gardner L. Residual Stress Analysis of Structural Stainless Steel Sections[J]. Journal of Constructional Steel Research,2008,66(3): 352-366.
|