Analysis of Inhomogeneity of Internal Force in Front Wall of Caisson

Zhe Jiang Li; Jia Shun Hu; Lin Qing Li; Liang De He

doi:10.4028/www.scientific.net/AMR.1065-1069.463

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Analysis of Inhomogeneity of Internal Force in...

Analysis of Inhomogeneity of Internal Force in Front Wall of Caisson

Abstract:

Finite element procedure was used to build a spatial model of a perforated caisson, the result was compared with the one that was calculated according to the current standard. It is pointed out that simplifying assumption of the standard is different from the actual structure, the side walls can’t act as fixed constraints for the front wall. The calculated mid-span moment in the middle span is close to the ANSYS result, while that in the side span is much smaller than the ANSYS result. It is recommended that the result is multiplied by a expansion coefficient.

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Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

463-468

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.463

Citation:

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Online since:

December 2014

Authors:

Zhe Jiang Li, Jia Shun Hu, Lin Qing Li, Liang De He*

Keywords:

Caisson, Finite Element, Inhomogeneity, Internal Force

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* - Corresponding Author

References

[1] Han Li-an, Harbor Engineering Structure, first ed., China Communications Press, Beijing, 2003. In Chinese.

Google Scholar

[2] 2-2009 J T S. Specification for Design and Construction of Gravity Wharf [S][D]. In Chinese.

Google Scholar

[3] 1-2010 J T S. Specification for Loads on Harbor Engineering [S][D]. In Chinese.

Google Scholar

[4] Yao Jian, Calculation Handbook for Static Architecture Structure[M]. China Building Industry Press, Beijing, 1998. In Chinese.

Google Scholar

[5] Xie Qiao-mu, Ding Jian-jun, Numerical analysis of caisson internal force for an oil wharf in Qinzhou[J]. Port & Waterway Engineering, 2009, 7: 97-103. In Chinese.

Google Scholar

[6] Xiao Shi-bao, Yan Nai-ling, Tan Zhao-hai, Discussion of Calculation Model of Outer and Separation Wall Connected with Breast Wall of Caisson[J]. Port Engineering Technology, 2009, 46(2): 27-29. In Chinese.

Google Scholar