Vertical Motive Performance Test of the Rigid Hinge Expansion Joint of Jiashao Bridge

Yi Zhao; Tian Bo Peng

doi:10.4028/www.scientific.net/AMR.743.110

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 743Vertical Motive Performance Test of the Rigid...

Vertical Motive Performance Test of the Rigid Hinge Expansion Joint of Jiashao Bridge

Abstract:

To adapt the serious temperature deformation, the rigid hinge expansion joint is used in the Jiashao Bridge. The vertical rotation test and shear deformation test are conducted to check the vertical motive performance of the expansion joint, and the test results show the rigid hinge expansion joint can meet the design requirements.

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Periodical:

Advanced Materials Research (Volume 743)

Pages:

110-113

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.743.110

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Online since:

August 2013

Authors:

Yi Zhao, Tian Bo Peng

Keywords:

Expansion Joint, Rigid Hinge, Shear Deformation Test, Vertical Rotation Test

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References

[1] Ministry of transport of the People`s Republic of China: JT/T 723-2008 Unit sparse plate bridge expansion joint for multi-direction-displacement. Beijing: China Communication Press. (2008).

Google Scholar

[2] Robert J. Dexter, Mark J. Mutziger and Carl B. Oseberg: Performance Testing for modular bridge Joint Systems. Washington, D.C.: National academy press. (2002).

Google Scholar

[3] WJvdM Steyn, D Silbernagl and P Nordengen: Guidelines for the evaluation of bridge deck joints. Pretoria: Agrement South Africa. (2001).

Google Scholar

[4] Kwok-Ching Sham, B. Sc. (Hons): Endurance testing of bridge deck expansion joints. Nottingham: University of Nottingham Department of Civil Engineering. (1990).

Google Scholar

[5] YANG Wan-li, ZHOU Ling-yuan: Experimental Study on Inner Abutment in Rigid-Hinge of Jiashao Cable-Stayed Bridge. Kunming: Journal of Kunming University of Science and Technology. (2010).

Google Scholar