OUT-OF-PLANE STABILITY DESIGN OF PIN-ENDED CIRCULAR STEEL ARCH UNDER PURE COMPRESSION

Qiao Caihong; Guo Yanlin; Cao Yusheng

doi:10.13204/j.gyjz200912022

Volume 39 Issue 12

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(12): 90-94

Qiao Caihong, Guo Yanlin, Cao Yusheng. OUT-OF-PLANE STABILITY DESIGN OF PIN-ENDED CIRCULAR STEEL ARCH UNDER PURE COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 90-94. doi: 10.13204/j.gyjz200912022

Citation:

Qiao Caihong, Guo Yanlin, Cao Yusheng. OUT-OF-PLANE STABILITY DESIGN OF PIN-ENDED CIRCULAR STEEL ARCH UNDER PURE COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 90-94. doi: 10.13204/j.gyjz200912022

Citation:

PDF( 0 KB)

OUT-OF-PLANE STABILITY DESIGN OF PIN-ENDED CIRCULAR STEEL ARCH UNDER PURE COMPRESSION

doi: 10.13204/j.gyjz200912022

1.
1. Architectural and civil engineering institute of Inner Mongolia Polytechnic University,Hohhot 010051,China;
2.
2. Department of Civil Engineering,Tsinghua University,Beijing 100084,China

Received Date: 2009-04-20
Publish Date: 2009-12-20

Abstract

Abstract

A finite beam element model is established to study out-of-plane elastic buckling behaviors and elasto-plastic stability behaviors of pin-ended circular steel arch with circular sections.Firstly,elastic buckling of arches subject to hydrostatic pressure is studied and compared with classic buckling theroy.It is pointed out that the finite element analysis results are in good agreement with the Timoshenko classical solutions. Secondly,on the basis of elastic-plastic stability analysis,referring to the stability design method of monosymmetric section axially loaded compression members,equivalent slenderness of pin-ended circular steel arch subject to hydrostatic pressure are deduced from the expression of out-of-plane elastic buckling load.Combined with the column curves in current Chinese Code for Design of Steel Structures(GB 500172003),the design formula of ultimate load-carrying capacity as well as out-of-plane stability design curves are presented.
- circular arch under pure compression,
- out-of-plane stability,
- conversion slenderness ratio,
- stability design

FullText(HTML)

References(16)

References

Timoshenko S P,Gere J M.Theory of Elastic Stability[M].2nd ed.New York:McGraw-Hill,1961.

[2] Galambos T V.Guide to Stability Design Criteria for Metal Structures[M].5th ed.New York:John WileysSons Inc.,1998.

[3] Yoo C H.Flexural-Torsional Stability of Curved Beams[J].Journal ofthe Engineering Mechanics Divison,1982,108(6):1351-1369.

[4] Yang Y B,Kuo R S.Effect of Curvature on Stability of Curved Beams[J].Journal of Structural Engineering,1987,113(6):1185-1202.

[5] Rajasekaran S,Pasdmanabhan S.Equations of Beams[J].Journal ofEngineering Mechanics,ASCE,1994,120(10):2102-2125.

[6] Kang Y J,Yoo C H.Thin Walled Curved BeamsⅡ:AnalyticalSolution for Buckling of Arches[J].Journal of Engineering Mechanics,ASCE,1994,120(10):2102-2125.

[7] Pi Y L,Trahair N S.Out-of-Plane Inelastic Buckling and Strength ofSteel Arches[J].Journal of Structural Engineering,1998,124(2):174-183.

[8] 项海帆,刘光栋.拱结构的稳定与振动[M].北京:人民交通出版社,1991.

[9] 童根树,许强,薄壁截曲梁线性和非线性分析理论[M].北京:科学出版社,2004.

[10] 杨永华,陈以一.弹性开口薄壁圆弧钢拱的稳定承载力研究[D].上海:同济大学,2006.

[11] Column Research Committee of Japan.Handbook of Structural Stability[M].Tokyo:Corona Publishing Company Ltd,1971.

[12] JTG D622004公路钢筋混凝土及预应力混凝土桥涵设计规范[S].

[13] German Code.German Buckling Specifications[S].

[14] 林冰.钢拱平面内稳定性及稳定承载力设计方法研究[D].北京:清华大学,2007.

[15] GB 500172003钢结构设计规范[S].

[16] GB 500182002冷弯薄壁型钢结构技术规范[S].

Relative Articles

[2]	Pan Rong, Wu Jingshu, Zhang Xinbin. APPLICATION AND DEVELOPMENT OF STEEL PLATE REINFORCED CONCRETE STRUCTURE IN NUCLEAR POWER ENGINEERING[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 1-7. doi: 10.13204/j.gyjz2001412001
[3]	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
[4]	Liu Boquan, Tian Miao, Liu Ming. ANALYSIS ON ENERGY EFFICIENCY OF STRAW BALE BUILDING AND THE APPLICABLE PROSPECT FOR RURAL IN NORTHWESTERN CHINA[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 17-19. doi: 10.13204/j.gyjz200703005