工形对称截面不锈钢梁变形性能的试验研究

王元清; 常婷; 石永久; 高博

doi:10.13204/j.gyjz2011205004

工形对称截面不锈钢梁变形性能的试验研究

doi: 10.13204/j.gyjz2011205004

1.
1. 土木工程安全与耐久教育部重点实验室,清华大学土木工程系北京 100084;
2.
2. 中国建筑西南设计研究院有限公司成都 610081

基金项目:

北京市自然科学基金项目(8112018);国家自然科学基金项目(51108007)

详细信息

作者简介:
王元清，男，1963年出生，教授，博士生导师。

中图分类号: TU391
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- 文章访问数: 141
- HTML全文浏览量: 12
- PDF下载量: 102
- 被引次数: 0
出版历程
- 收稿日期: 2011-10-20
- 刊出日期: 2012-05-20

EXPERIMENTAL STUDY ON THE DEFORMATION BEHAVIOR OF SYMMETRIC STAINLESS STEEL I- BEAMS

1.
1. Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry,Department of Civil Engineering,Tsinghua University,Beijing 100084,China;
2.
2. China Southwest Architectural Design and Research Institute Co.Ltd,Chengdu 610081,China

摘要

摘要: 为研究国产不锈钢梁的非线性变形性能,对4根焊接不锈钢梁进行静力加载试验,并采用有限元软件ANSYS进行数值模拟。试验材料为国产奥氏体不锈钢316,加载类型包括单点加载和两点加载。试验结果表明:由于不锈钢材料非线性的影响,在荷载水平较大时,不锈钢梁的变形性能具有明显的非线性;当材料屈服时,塑性挠度占总挠度的50%左右;出现较大的平面外位移时,塑性挠度增加更加显著。该试验结果可为国产不锈钢梁的挠度计算提供依据。
- 工形对称截面不锈钢梁 /
- 非线性 /
- 变形性能 /
- 试验研究
Abstract: In order to investigate the inelastic deformation behavior of stainless steel beams,4 stainless steel welded beams under pure bending and concentrated loading were performed.The tested material was austenitic stainless steel 316. The relationship between load and deflection was discussed and comparison between test results and results obtained by finite element method was made.The results showed that the deformation behavior of stainless steel performed non-linear load-deflection relationship because of the influence of nonlinear material properties; when yield load reached,the plastic deflection was about half of total one; plastic deflection increased remarkably when out-of- plane displacement took place.The test results can provide a basis for the deflection calculation of the domestic stainless steel I-beams．
- symmetric stainless steel I-beams /
- non-linear /
- deformation behavior /
- test research

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参考文献(10)

[2] Burgan B A，Baddoo N R，Gilsenan K A. Structural Design of Stainless Steel Member-Comparison Between Eurocode 3，Part 1. 4 and Test Result [J]. Journal of Constructural Steel Research，2000，54(1):51-73.

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): 1-12，18.

[3] 王元清，高博，戴国欣，等. 不锈钢受弯构件承载性能的研究进展[J]. 建筑结构学报，2010，31(S1):189-194.

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

[5] Standards Australia/Standards Zealand. AS/NZS 4673 : 2001: Cold Formed Stainless Steel Structures [S]. Sydney: Standards Australia International Ltd，2001.

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

[7] 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.

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

[9] GB /T 2282002 金属材料室温拉伸试验方法[S].

[10] GB /T 29751998 钢及钢产品力学性能试验取样位置及试样制备[S].

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