Test Study of Transverse Prestressed Tendons (TPTS) on the Mechanical Performance of Hollow Slab Bridge

Dong Liang; Peng Fei Li; Sha Li

doi:10.4028/www.scientific.net/AMR.935.220

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 935Test Study of Transverse Prestressed Tendons...

Test Study of Transverse Prestressed Tendons (TPTS) on the Mechanical Performance of Hollow Slab Bridge

Abstract:

Structural defects and heavy traffic make the hollow slab bridge serious diseases, such as “Single Beam Bearing”. Transverse prestressed tendons (TPTS for short) is an effective methods to solve this problem. A detailed test study of hollow slab bridge modeled by plexiglass with TPTS is done in this article. The analysis parameters include the TPTS’ layout and the value of prestress. The test results show that TPTS can effectively even the transverse load distribution, and improve the integrity of bridges.

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Periodical:

Advanced Materials Research (Volume 935)

Pages:

220-223

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.935.220

Citation:

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Online since:

May 2014

Authors:

Dong Liang*, Peng Fei Li, Sha Li

Keywords:

Bridge Engineering, Hollow Slab Bridge, Mechanical Performance, Plexiglass Model, Test Study, Transverse Prestressed Tendons

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* - Corresponding Author

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