By Using Software of Finite Element Analysis on the Joint Effect of the Direct Bolt Stress

Wei Hua Xu; Li Xin Li; Tao Chen

doi:10.4028/www.scientific.net/AMR.1079-1080.397

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1079-1080By Using Software of Finite Element Analysis on...

By Using Software of Finite Element Analysis on the Joint Effect of the Direct Bolt Stress

Abstract:

the lining of shield lining masonry joint part of the stress analysis by the finite element software ABAQUS, obtained the conclusion proved that,although the bolt for joint area is relatively small, but by the positive momentwhen the bolt hole will produce stress concentration phenomenon more obvious, this situation should be given more attention in practical engineering response.

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Periodical:

Advanced Materials Research (Volumes 1079-1080)

Pages:

397-400

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1079-1080.397

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Online since:

December 2014

Authors:

Wei Hua Xu, Li Xin Li, Tao Chen

Keywords:

Bolt Hole, Positive Moment, Shield Tunnel Lining, Stress Concentration

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References

[1] Haiying Zhou, Tingguo Chen and Lixin Li: Theoretical and Experimental Research on the mechanical properties of shield tunnel lining segment structure(2011).

Google Scholar

[2] Lanting Wu, Yu Lan and Dongyang Zeng: Shield tunnel lining the joint stiffness, finite element analysis(Shanxi building, China, 2013).

Google Scholar

[3] Jianhang Liu: Shield tunnel. (China Railway Publishing House , China, 1999).

Google Scholar

[4] Yingjie He and Jiang Yuan: The influence factors of joint stiffness of shield tunnel lining(Journal of Yangtze River Scientific Research Institute, China, 2001).

Google Scholar

[5] Bo Liu, Xia Gao and Longguang Tao: Metro shield tunnel considering joint effect of ring pipe mechanical model(Journal of China University of Mining and Technology, China, 2009).

Google Scholar

[6] Dongyang Zeng and Chuan He: Study on the influencing factors of subway shield tunnel segment joint bending stiffness(Journal of the China Railway Society, China, 2005).

Google Scholar