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Study on Mechanical Properties of Ribbed Cast Steel Spherical Joint in Complex Stress State

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Abstract:

Cast steel joints have been widely utilized in large-span spatial structures. Based on Ordos airport terminals engineering, the structure and design method of ribbed steel ball nodes is put forward in this essay, in which nonlinear finite element method is applied, bearing capacity and deformation capacity of ribbed steel ball nodes in the complex stress state is made a penetrating analysis to determine mechanical performance of the ribbed steel ball. Among other things, the manufacturing process and technical standards of cast steel ball nodes are elaborated.

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Periodical:

Advanced Materials Research (Volumes 284-286)

Pages:

1120-1125

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.284-286.1120

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Cite this paper

Online since:

July 2011

Authors:

Yu Lan Zhang, Zhi Hua Chen, Yong Jian Liu, Xie Jin Wei, Yi Du Bu

Keywords:

Cast Steel Joint, Design Method, Manufacturing Technology and Technical Criteria, Nonlinear Finite Element Analysis, Ribbed Cast Steel Spherical Joint

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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References

[1] Jun Li, Xing Wei, Xiaozhen Li , etc. in: Research on bearing safety of cast-steel joint of large steel reticulated shells , edited by Progress in Safety Science and Technology Volume 4: Proceedings of the 2004 International Symposium on Safety Science and Technology(2004),pp.533-538

Google Scholar

[2] Xianzhong Zhao, Guannan Wang, Yiyi Chen, etc. in: Experimental study on the structural behavior of cast-steel joint of the Laoshan Velodrome for the Beijing Olympics, edited by Jianzhu Jiegou Xuebao/Journal of Building Structures (2008),pp.10-15 (in Chinese)

Google Scholar

[3] L.W Tong, H.Z Zheng, Y.Y Chen, in: Comparison between a cast steel joint and a welded circular hollow section joint, edited by Welding in the World (2006), pp.478-483(in Chinese)

DOI: 10.1201/9780203734964-65

Google Scholar

[4] Sonsino C.M, Umbach R, in: Hybrid design concept using high-strength cast steel inserts for tubular joints of offshore structures, edited by Journal of Offshore Mechanics and Arctic Engineering(1998), pp.10-19

DOI: 10.1115/1.2829513

Google Scholar

[5] Xueyi Fu, Lei Gu, Xianqiao Yang, etc., in: Structural design optimization of national swimming center "water cube", edited by Jianzhu Jiegou Xuebao/Journal of Building Structures.(2005) (in Chinese)

Google Scholar

[6] You-jin GAO, in: Development of 30Cr06A, a high strength cast steel and its welding ability, edited by Journal of China University of Mining and Technology. (2008) (in Chinese)

DOI: 10.1016/s1006-1266(08)60063-2

Google Scholar

[7] Jellie D.R, Shepherd B, in: Elevaed section of the West Gate Freeway, South Melbourne, Australia. Part 2. Design and construction of substructure and superstructures, edited by Proceedings of the Institution of Civil Engineers , London.(1991)

DOI: 10.1680/iicep.1991.15381

Google Scholar