Analysis on Local Stresses in Anchorage Zone of a PC-Box Girder

Rong Da Li; Hong Run Yu

doi:10.4028/www.scientific.net/AMM.744-746.370

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 744-746Analysis on Local Stresses in Anchorage Zone of a...

Analysis on Local Stresses in Anchorage Zone of a PC-Box Girder

Abstract:

The stress distributions of the related anchorage zones are complicated under the large tonnage anchorage device. The safety and the crack resistance of the anchorage zone which exists due to the usage of are the critical part of the structural design. Do research on the general distribution regularity of stress of anchor-region by using ANSYS and gives the reason of the cracks occurred on web-plate.

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Periodical:

Applied Mechanics and Materials (Volumes 744-746)

Pages:

370-373

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.744-746.370

Citation:

Cite this paper

Online since:

March 2015

Authors:

Rong Da Li*, Hong Run Yu

Keywords:

Anchorage Zones, Box Girder, Finite Element Method, Local Stress, Model Test

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* - Corresponding Author

References

[1] Ma Jun, Sheng Hongfei, Chen Yanjiang. FEM analysis of stress field in anchorage zone of box section under big tonnage[J]. Journal of Harbin institute of technology, 2007, 39(6): 866-869 (in Chinese).

Google Scholar

[2] Li Guoping. Design principle of prestressed concrete structures[M]. Beijing：China communication press，2002. (in Chinese).

Google Scholar

[3] Xu Weiguo, He Guanghan. Investigation on Local Stresses in Anchorage Zone of Continuous Rigid Frame Bridge [J]. Journal of Southwest Jiaotong University, 2004, 39(3): 371~375. . (in Chinese).

Google Scholar

[4] Shao Xudong, Rong hui, Zhang Yang, et al. experimental study of concrete stress under low retracing pre-stress stranded anchorage[J]. Journal of Hunan University ( Natural Science Edition), 2010, 37(2): 1-5(in Chinese).

Google Scholar