不锈钢结构构件稳定性的研究进展

王元清; 袁焕鑫; 石永久; 杨璐

doi:10.13204/j.gyjz2011205001

不锈钢结构构件稳定性的研究进展

doi: 10.13204/j.gyjz2011205001

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. 北京工业大学建工学院北京 100124

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
计量
- 文章访问数: 239
- HTML全文浏览量: 34
- PDF下载量: 156
- 被引次数: 0
出版历程
- 收稿日期: 2011-12-20
- 刊出日期: 2012-05-20

RESEARCH ADVANCES IN STABILITY OF STAINLESS STEEL STRUCTURAL MEMBERS

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. The College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124,China

摘要

摘要: 不锈钢结构具有优良的耐腐蚀性能和耐久性能,可以从根本上解决普通钢结构的锈蚀问题,能够延长结构的使用寿命,降低维护成本。不锈钢材料的非线性应力-应变关系特性会导致构件的后期刚度降低,同时由于不锈钢材料单价较高,需要更为经济合理的截面设计,因此构件的稳定性需要特别关注。对当前国内外不锈钢结构构件稳定性研究的现状及进展进行总结,比较分析国外现行不锈钢结构设计规范中关于构件稳定性的设计思路与方法;针对国内不锈钢结构设计方法的空白,在总结当前国内外研究进展与国外现行设计规范的基础上提出相关意见和建议。
- 不锈钢 /
- 建筑结构 /
- 稳定性 /
- 局部稳定 /
- 整体稳定 /
- 相关稳定
Abstract: Stainless steels have unique properties such as favorable corrosion resistance and durability,which could be a satisfactory solution to the corrosion problem of ordinary steel structures.Naturally,service lives of structures are able to get prolonged while the maintenance cost can be reduced provided that stainless steel structural members are adopted in building structures.On account of nonlinear material properties,the stiffness of stainless steel structural members would degenerate with the growth of stresses.Meanwhile,high material cost necessitates more economic design comparing with ordinary steel structures.Consequently,special attention should be paid to the stability of stainless steel structural members.This paper presents status quo and advances of stability research on stainless steel structural members,and analyzes current design provisions in foreign countries.Based upon the recent research and design development,recommendations are made on related research activities regarding the deficiency of experimental results and design provisions in China．
- stainless steel /
- building structure /
- stability /
- local buckling /
- overall buckling /
- interactive buckling

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参考文献(88)

Gedge G. Structural Uses of Stainless Steel-Buildings and Civil Engineering [J]. Journal of Constructional Steel Research，2008 (64): 1194-1198.

[2] Gardner L. The Use of Stainless Steel in Structures[J]. Progress in Structural Engineering and Materials，2005，7(2): 45-55.

[3] Rasmussen K J R. Full Range Stress-Strain Curves for Stainless Steel Alloys[J]. Journal of Constructional Steel Research，2003，59(1): 47-61.

[4] Baddoo N R. Stainless Steel in Construction: A Review of Research，Applications，Challenges and Opportunities [J]. Journal of Constructional Steel Research，2008 (64): 1199-1206.

[5] 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.

[6] 曾志攀，张善庆. 福建会堂网架结构设计[J]. 福建建筑，2000，70(增刊): 9-11.

[7] Wikipedia. Stonecutters Bridge [EB /OL]. [2011- 04- 06]. http:/ /en. wikipedia. org/wiki/Stonecutters_Bridge#cite_note- 0.

[8] Euro Inox. Pedestrian Bridges in Stainless Steel [EB /OL]. [2011- 04- 06]. www. euro-inox. org/pdf/build/bridges/Bridges_ EN. pdf.

[9] Snchez-Cuenca L. The Stainless Steel Structure of a Sports Stadium in Quart [C]/ / Creative Architecture with Stainless Steel. Barcelona:2002.

[10] Johansson B，Olsson A. Current Design Practice and Research on Stainless Steel Structures in Sweden[J]. Journal of Constructional Steel Research，2000(54): 3-29.

[11] Aoki H. Establishment of Design Standards and Current Practice for Stainless Steel Structural Design in Japan [J]. Journal of Constructional Steel Research，2000，54(1): 191-210.

[12] The Steel Construction Institute (SCI). Composite Floor at Luxembourg Chamber of Commerce [EB /OL]. [2011- 04- 06]. http:/ /www. stainlessconstruction. com/Studies.

[13] Euro Inox. Emergence Staircase Palazzo Della Ragione，Milan，Italy[EB /OL]. [2011- 04- 06]. www. euro-inox. org/htm/p_64_ EN. html.

[14] LUSAS. Case Study: York Millennium Bridge[EB /OL]. [2011- 04- 06]. http:/ /www. lusas. com/case/bridge/york. html.

[15] Outo Kumpu. The Future in Bridges is Duplex[EB /OL]. [2011- 04- 06]. http:/ /www. outokumpu. com/About-us/Business-news/ News/Latest/Celtic-Gateway-a-new-Duplex-bridge/.

[16] GB /T 208782007 不锈钢和耐热钢牌号及化学成分[S].

[17] 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(增刊): 189-194.

[18] GB /T 42372007 不锈钢热轧钢板和钢带[S].

[19] GB /T 32802007 不锈钢冷轧钢板和钢带[S].

[20] Abdella K. An Explicit Stress Formulation for Stainless Steel Applicable in Tension and Compression [J]. Journal of Constructional Steel Research，2007(63): 326-331.

[21] SEI/ASCE 8- 02. Specification for the Design of Cold-Formed Stainless Steel Structural Members [S]. New York: American Society of Civil Engineers (ASCE)，2002.

[22] Mirambell E，Real 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.

[23] EN 1993- 1- 4. Eurocode 3: Design of Steel Structures-Part 1. 4: General Rules-Supplementary Rules for Stainless Steels [S]. CEN，2006.

[24] Gardner L，Nethercot D A. Experiments on Stainless Steel Hollow Sections-Part 1: Material and Cross-Sectional Behaviour [J]. Journal of Constructional Steel Research，2004，60(9):1291-1318.

[25] 郑宝锋，舒赣平，沈晓明. 不锈钢材料常温力学性能试验研究 [J]. 钢结构，2011，26(5): 1-6，55.

[26] Quach W M，Teng J G，Chung K. F. Three-Stage Full-Range Stress-Strain Model for Stainless Steels [J]. Journal of Structural Engineering，2008，134(9): 1518-1527.

[27] 朱浩川，姚谏. 不锈钢材料的应力-应变模型[J]. 空间结构，2011，17(1): 62-69.

[28] AS/NZS 4673: 2001. Cold Formed Stainless Steel Structures[S]. Sydney: 2001.

[29] EN 1993- 1- 1. Eurocode 3: Design of Steel Structures-Part 1. 1: General Rules and Rules for Buildings[S]. CEN，2005.

[30] Johnson A L，Winter G. Behavior of Stainless Steel Columns and Beams [J]. Journal of Structural Division，1966，92 (ST5): 97-118.

[31] AISI. Specification for Design of Light Gage Cold-Formed Stainless Steel Structural Members [S]. New York: American Iron and Steel Institute (AISI)，1968.

[32] Wang S T，Errera S J，Winter G. Behavior of Cold-Rolled Stainless Steel Members [J]. Journal of Structural Division，1976，101(ST11): 2337-2357.

[33] Rasmussen K J R，Hancock G J. Design of Cold-Formed Stainless Steel Tubular Members. I: Columns [J]. Journal of Structural Engineering，1993，119(8): 2349-2367.

[34] Bredenkamp P J，van den Berg G J. The Strength of Stainless Steel Built-Up I-Section Columns [J]. Journal of Constructional Steel Research，1995(34): 131-144.

[35] Rasmussen K J R，Rondal J. Strength Curves for Metal Columns [J]. Journal of Structural Engineering，1997，123 (6): 721-728.

[36] Rasmussen K J R，Rondal J. Column Curves for Stainless Steel Alloys[J]. Journal of Constructional Steel Research，2000，54 (1): 89-107.

[37] Gardner L，Nethercot D A. Experiments on Stainless Steel Hollow Sections-Part 1: Material and Cross-Sectional Behaviour [J]. Journal of Constructional Steel Research，2004，60(9):1291-1318.

[38] Gardner L，Nethercot D A. Experiments on Stainless Steel Hollow Sections-Part 2: Member Behavior of Columns and Beams [J]. Journal of Constructional Steel Research，2004，60(9):1319-1332.

[39] Gardner L. The Continuous Strength Method [J]. Structures ＆ Buildings，2008，161(SB3): 127-133.

[40] Young B，Hartono W. Compression Tests of Stainless Steel Tubular Members [J]. Journal of Structural Engineering，2002，128(6): 754-761.

[41] Young B，Liu Y. Buckling of Stainless Steel Square Hollow Section Compression Members[J]. Journal of Constructional Steel Research，2003(59): 165-177.

[42] Young B，Liu Y. Experimental Investigation of Cold-Formed Stainless Steel Columns [J]. Journal of Structural Engineering，2002，129(2): 169-176.

[43] Young B，Lui W M. Behavior of Cold-Formed High Strength Stainless Steel Sections [J]. Journal of Structural Engineering，2005，131(11): 1738-1745.

[44] Young B，Lui W M. Tests of Cold-Formed High Strength Stainless Steel Compression Members [J]. Thin-Walled Structures，2006，44(2): 224-234.

[45] Ellobody E，Young B. Structural Performance of Cold-Formed High Strength Stainless Steel Columns [J]. Journal of Constructional Steel Research，2005(61): 1631-1649.

[46] Lin S H，Yen S I，Weng C C. Simplified Design Approach for Cold-Formed Stainless Steel Compression Members Subjected to Flexural Buckling [J]. Thin-Walled Structures，2005 (43): 1831-1851.

[47] Theofanous M，Gardner L. Testing and Numerical Modelling of Lean Duplex Stainless Steel Hollow Section Columns [J]. Engineering Structures，2009(31): 3047-3058.

[48] Ashraf M，Gardner L，Nethercot D A. Resistance of Stainless Steel CHS Columns Based on Cross-Section Deformation Capacity [J]. Journal of Constructional Steel Research，2008(64): 962-970.

[49] Theofanous M，Chan T M，Gardner L. Structural Response of Stainless Steel Oval Hollow Section Compression Members [J]. Engineering Structures，2009(31): 922-934.

[50] 王来，刘锡良. 综合考虑缺陷影响时不锈钢管轴压稳定的计算[J]. 山东矿业学院学报，1997，16(1): 52-55.

[51] 郑宝锋. 不锈钢冷弯薄壁型钢轴心受压和压弯构件理论分析与试验研究[D]. 南京: 东南大学，2010.

[52] 张永园. 冷弯薄壁不锈钢箱形截面柱轴心受压承载力研究 [D]. 西安: 西安建筑科技大学，2010.

[53] Rasmussen K J R，Hancock G J. Design of Cold-Formed Stainless Steel Tubular Members. II: Beams [J]. Journal of Structural Engineering，1993，119(8): 2368-2386.

[54] Theofanous M，Gardner L. Experimental and Numerical Studies of Lean Duplex Stainless Steel Beams[J]. Journal of Constructional Steel Research，2010(66): 816-825.

[55] Zhou F，Young B. Tests of Cold-Formed Stainless Steel Tubular Flexural Members [J]. Thin-Walled Structures，2005，43(9): 1325-1337.

[56] Lopes N，Vila Real P M M，Simes da Silva L，et al. Numerical Modelling of the Lateral-Torsional Buckling of Stainless Steel I- Beams: Comparison with Eurocode 3 [C] ∥ Computational Methods in Engineering and Science. Sanya: 2006.

[57] Klopper J，Laubscher R F. The Lateral Torsional Buckling Strength of Hot-Rolled 3Cr12 Beams [J]. Journal of the South African Institution of Civil Engineering，2006，48(1): 8-13.

[58] Kiymaz G，Coskun E，Cosgun C. Behavior and Design of Seam- Welded Stainless Steel Circular Hollow Section Flexural Members [J]. Journal of Structural Engineering，2007，133(12): 1792-1800.

[59] Theofanous M，Chan T M，Gardner L. Flexural Behaviour of Stainless Steel Oval Hollow Sections[J]. Thin-Walled Structures，2009(47): 776-787.

[60] 王元清，高博，戴国欣，等. 焊接工字形截面不锈钢受弯构件的整体稳定性分析[J]. 沈阳建筑大学学报:自然科学版，2010，26(6): 1021-1026.

[61] 王元清，高博，戴国欣，等. 焊接不锈钢工字形截面梁整体稳定性试验研究[J]. 建筑结构学报，2011，32(11):143-148.

[62] 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.

[63] Greiner R，Kettler M. Interaction of Bending and Axial Compression of Stainless Steel Members [J]. Journal of Constructional Steel Research，2008(64): 1217-1224.

[64] Kuwamura H. Local Buckling of Thin-Walled Stainless Steel Members[J]. Steel Structures，2003(3): 191-201.

[65] Bezkorovainy P，Burns T，Rasmussen K J R. Strength Curves for Metal Plates in Compression [J]. Journal of Structural Engineering，2003，129(11): 1433-1440.

[66] Bambach M，Rasmussen K J R. Experimental Techniques for Testing Unstiffened Plates in Compression and Bending [J]. Experimental Mechanics，2004，44(1): 91-96.

[67] Rasmussen K J R，Burns T，Bezkorovainy P，et al. Numerical Modelling of Stainless Steel Plates in Compression[J]. Journal of Constructional Steel Research，2003(59): 1345-1362.

[68] Gardner L，Theofanous M. Discrete and Continuous Treatment of Local Buckling in Stainless Steel Elements [J]. Journal of Constructional Steel Research，2008(64): 1207-1216.

[69] Dabaon M A，El-Boghdadi M H，Hassanein M F. A Comparative Experimental Study Between Stiffened and Unstiffened Stainless Steel Hollow Tubular Stub Columns[J]. Thin-Walled Structures，2009(47): 73-81.

[70] Korvink S A，Van den Berg G J，Van der Merwe P. Web Crippling of Stainless Steel Cold-Formed Beams [J]. Journal of Constructional Steel Research，1995(34): 225-248.

[71] Zhou F，Young B. Cold-Formed Stainless Steel Sections Subjected to Web Crippling [J]. Journal of Structural Engineering，2006，132(1): 134-144.

[72] Zhou F，Young B. Cold-Formed High-Strength Stainless Steel Tubular Sections Subjected to Web Crippling [J]. Journal of Structural Engineering，2007，133(3): 368-377.

[73] Zhou F，Young B. Experimental Investigation of Cold-Formed High-Strength Stainless Steel Tubular Members Subjected to Combined Bending and Web Crippling [J]. Journal of Structural Engineering，2007，133(7): 1027-1034.

[74] Zhou F，Young B. Yield Line Mechanism Analysis on Web Crippling of Cold-Formed Stainless Steel Tubular Sections Under Two-Flange Loading [J]. Engineering Structures，2006 (28): 880-892.

[75] Lecce M，Rasmussen K J R. Distortional Buckling of Cold-Formed Stainless Steel Sections: Experimental Investigation [J]. Journal of Structural Engineering，2006，132(4): 497-504.

[76] Lecce M，Rasmussen K J R. Distortional Buckling of Cold-Formed Stainless Steel Sections: Finite-Element Modeling and Design [J]. Journal of Structural Engineering，2006，132 (4): 505-514.

[77] Olsson A. Stainless Steel Plasticity: Material Modelling and Structural Applications [D ]. Lule: Lule University of Technology，2001.

[78] Hassanein M F. Imperfection Analysis of Austenitic Stainless Steel Plate Girders Failing by Shear [J]. Engineering Structures，2010 (32): 704-713.

[79] Estrada I，Real E，Mirambell E. General Behaviour and Effect of Rigid and Non-Rigid End Post in Stainless Steel Plate Girders Loaded in Shear. Part I: Experimental Study [J]. Journal of Constructional Steel Research，2007(63): 970-984.

[80] Real E，Mirambell E，Estrada I. Shear Response of Stainless Steel Plate Girders [J]. Engineering Structures，2007 (29): 1626-1640.

[81] 江开富. 不锈钢工字形薄腹板梁抗剪承载力分析[D]. 西安: 西安建筑科技大学，2009.

[82] Ellobody E. Buckling Analysis of High Strength Stainless Steel Stiffened and Unstiffened Slender Hollow Section Columns [J]. Journal of Constructional Steel Research，2007(63): 145-155.

[83] Becque J. The Interaction of Local and Overall Buckling of Cold- Formed Stainless Steel Columns [D]. Sydney: The University of Sydney，2008.

[84] Rossi B，Jaspart J P，Rasmussen K J R. Combined Distortional and Overall Flexural-Torsional Buckling of Cold-Formed Stainless Steel Sections: Experimental Investigations [J]. Journal of Structural Engineering，2010，136(4): 354-360.

[85] Rossi B，Jaspart J P，Rasmussen K J R. Combined Distortional and Overall Flexural-Torsional Buckling of Cold-Formed Stainless Steel Sections: Design [J]. Journal of Structural Engineering，2010，136(4): 361-369.

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