Nonlinear Stability Analysis for Schwedler Reticulated Dome

Xiao Li Li; Jing Ji

doi:10.4028/www.scientific.net/AMM.182-183.1609

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 182-183Nonlinear Stability Analysis for Schwedler...

Nonlinear Stability Analysis for Schwedler Reticulated Dome

Abstract:

On the base of finite element linear Eigen value analysis, overall stability analysis of Schwedler reticulated dome has been conducted by means of the nonlinear finite element method. The arc-length method was utilized to solve the nonlinear equation systems, and the load-displacement curves of the spatial latticed shell structure were obtained. It is safer to adopt the nonlinear buckling analysis for structure. These can provide a valuable reference for the design and analysis of the similar special latticed shell.

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Periodical:

Applied Mechanics and Materials (Volumes 182-183)

Pages:

1609-1612

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.182-183.1609

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Online since:

June 2012

Authors:

Xiao Li Li, Jing Ji

Keywords:

Eigen Value Analysis, Geometric Nonlinear Analysis, Latticed Shell Structure, Overall Stability

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References

[1] Wenfu Zhang, Xiuli Wang and Deyu Yin: The Spatial Structure (Science Press, China 2005).

Google Scholar

[2] Shizhao Shen and Xin Chen: Stability of Reticulated Shell Structure (Science Press, China 1999).

Google Scholar

[3] Ping Yan: Shell Structure (China Building Industry Press, China 2003).

Google Scholar

[4] Wenhua Hao: ANSYS Civil Engineering Application Examples (China Water Conservancy Press, China 2005).

Google Scholar

[5] Feng Fan, Huihuan Ma and Shizhao Shen: J. of China Civil Engineering. Vol. 42(2009), p.45(in Chinese).

Google Scholar

[6] Hong Wang, Lijuan Li and Yanfeng Zhu: J. of South China University of Tech. Vol. 31(2003), p.107 (in Chinese).

Google Scholar

[7] Dong Chen, Xiuxin Wang and Zhaodong Xu: Spatial Structures. Vol. 17(2011), p.25 (in Chinese).

Google Scholar

[8] Guoqin Gui and Yuge Wang: Engineering Mechanics. Vol. 23(2006), p.32 (in Chinese).

Google Scholar

[9] Ruojun Qian, Jian Wang and Yingzhi Zeng: J. of Building Structures. Vol. 24(2003), p.10 (in Chinese).

Google Scholar