EXPERIMENT INVESTIGATIONS OF STAINLESS STEEL BEAMS

Xin Lianchun; Shen Xiaoming; Shu Ganping; Zheng Baofeng

doi:10.13204/j.gyjz2011205005

Volume 42 Issue 5

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(5): 33-40

Chen Zhihua, Weng Kai, Liu Hongbo, Yan Renzhang, Bu Yidu. THE RESEARCH STATUS AND ENGINEERING APPLICATION OF STAINLESS STEEL ON SPACE GRID STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 55-62,54. doi: 10.13204/j.gyjz2011205009

Citation:

Xin Lianchun, Shen Xiaoming, Shu Ganping, Zheng Baofeng. EXPERIMENT INVESTIGATIONS OF STAINLESS STEEL BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 33-40. doi: 10.13204/j.gyjz2011205005

Citation:

Xin Lianchun, Shen Xiaoming, Shu Ganping, Zheng Baofeng. EXPERIMENT INVESTIGATIONS OF STAINLESS STEEL BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 33-40. doi: 10.13204/j.gyjz2011205005

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EXPERIMENT INVESTIGATIONS OF STAINLESS STEEL BEAMS

doi: 10.13204/j.gyjz2011205005

1.
1. College of Civil Engineering,Southeast University,Nanjing 210096,China;
2.
2. Suzhou Industrial Park Design &Research Institute,Suzhou 215020,China

Received Date: 2011-11-20
Publish Date: 2012-05-20

Abstract

Abstract

Test investigation was performed on the stainless steel flexural members with sections consist of SHS,RHS and welding H section.The flexural members were made in austenitic stainless steel type 304. The test included 39 flexural members totally with 11differernt size sections.The test demonstrated that the simply supported SHS and RHS beams mainly have three different failure modes with different constraint to web and different load methods: flexural failure,web crippling and the combination of flexural failure and web crippling.On the other hand,the beams with welding H-sections were liable to flexural-torsional buckling.Then the test results were compared to the results obtained by EN1993-1-4 and SEI/ASCE 8-02 in the following aspects: the flexural capacity,the nonlinear deflection and the stability coefficient of the welding H-beam.These comparisons indicate that: test results of flexural strength and flexural-torsional buckling strength were higher than those predictions using above design codes; deflections predicted using above design codes were smaller than tests results．
- stainless steel beam,
- flexural member,
- strength,
- deflection,
- stability

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References(8)

References

[2] ASCE. Specification for the Design of Cold-Formed Stainless Steel Structural Members[S]. American Society of Civil Engineers，SEI/ASCE-8-02，Reston，Virginia，2002.

舒赣平，郑宝锋，沈晓明. 不锈钢冷成型管截面轴心受压构件的有限元分析[J]. 工业建筑，2012，42(5):12-20.

[3] Eurocode 3. Design of Steel Structures-Part 1. 4: General Rules- Supplementary Rules for Stainless Steels[S]. European Committee for Standardization，ENV 1993-1-4，CEN，Brussels:2006.

[4] AS/NZS. Cold-Formed Stainless Steel Structures[S]. Australian/ New Zealand Standard，AS/NZS 4673 : 2001，Standards Australia，Sydney:2001.

[5] 日本不锈钢结构建筑协会设计基准编制委员会. 不锈钢建筑结构设计基准[S].

[6] Rasmussen K J R，Hancock G J. Design of Cold-Formed Stainless Steel Tubular Members. II: Beams [J]. J. Struct Eng，ASCE，1993，119(8):2368-2386.

[7] Real E，Mirambell E. On the Calculation of Deflections in Structural Stainless Steel Beams: An Experimental and Numerical investigation[J]. Journal of Constructional Steel Research，2000，54(1):109-133.

[8] 沈晓明. 不锈钢受弯构件及构件中的受压板件(组) 理论分析和试验研究[D]. 南京:东南大学，2010.

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