LOCAL BUCKLING OF I-SECTIONS IN COMPRESSION AND BENDING

Tong Gen-shu; Peng Guo-zhi

doi:10.13204/j.gyjz201209030

Volume 42 Issue 9

Dec. 2014

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Abstract

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Fang Enquan, Li Jinshun, Zhang Leishun. ANALYSIS ON THE INTERFACE BOND PERFORMANCE OF CFRP-CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 66-69. doi: 10.13204/j.gyjz200707020

Citation:

Tong Gen-shu, Peng Guo-zhi. LOCAL BUCKLING OF I-SECTIONS IN COMPRESSION AND BENDING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(9): 138-144,119. doi: 10.13204/j.gyjz201209030

Fang Enquan, Li Jinshun, Zhang Leishun. ANALYSIS ON THE INTERFACE BOND PERFORMANCE OF CFRP-CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 66-69. doi: 10.13204/j.gyjz200707020

Citation:

Tong Gen-shu, Peng Guo-zhi. LOCAL BUCKLING OF I-SECTIONS IN COMPRESSION AND BENDING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(9): 138-144,119. doi: 10.13204/j.gyjz201209030

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LOCAL BUCKLING OF I-SECTIONS IN COMPRESSION AND BENDING

doi: 10.13204/j.gyjz201209030

1.
School of Architecture and Civil Engineering,Zhejiang University,Hangzhou 310027,China

Received Date: 2012-03-25
Publish Date: 2012-09-20

Abstract

Abstract

Local buckling of I-sections in compression and bending was investigated.Exact buckling coefficients of the web plate in axial compression was determined by the buckling theory of plates; And when under both axial compression and bending moment, FEA was used to determine the buckling stress.Approximate formulas with excellent accuracy for the web plate in axial compression or in the bending moment were proposed, Under the axial compression and bending moment, a interaction relation between the axial stress and the bending stress was proposed．
- I-section,
- buckling,
- axial compression,
- bending,
- plate

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References(12)

References

GB 500172003 钢结构设计规范[S].

[2] Kroll W D，Fisher G P，Heimerl G J.Charts for the Calculation ofthe Critical Stress for Local Instability of Columns with I，Z，Channel，and Rectangular Tube Sections[J].NACA WartimeRep，1943.

[3] Bleich F.Buckling Strength of Metal Structures[M].McGraw-Hill，1952.

[4] 金阳，童根树.考虑翼缘约束的工字形截面腹板的弹性屈曲[J].浙江大学学报: 工学版，2009，43(10): 1883-1891.

[5] 童根树.钢结构的平面外稳定[M].北京: 中国建筑工业出版社，2007.

[6] Allen H G，Bulson P S.Background to Buckling[M].McGraw-Hill，1980.

[7] Seif M，Schafer B W.Local Buckling of Structural Steel Shapes[J].Journal of Constructional Steel Research，2010，66: 1232 －1247.

[8] Eurocode 3，Part 1-3 General rules Supplementary Rules forCold-Formed Members and Sheeting[S].BS EN 1993-1-3，2006.

[9] GB 500182002 冷弯薄壁型钢结构技术规范[S].

[10] Galambos T V.Guide to Stability Design Criteria for MetalStructures[M].5th Ed.John Wiley ＆ Sons，Inc.，1998

[11] 陈骥.钢结构稳定理论与设计[M].5 版.北京: 科学出版社，2011.

[12] 陈绍蕃.卷边槽钢的局部相关屈曲和畸变屈曲[J].建筑结构学报，2002，23(1): 27-31

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