Design and Analysis of Slanting Cross Special-Shaped Arch Bridge

Hui Li Wang; Rong Bin Jiang; Zhe Pan

doi:10.4028/www.scientific.net/AMR.255-260.786

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 255-260Design and Analysis of Slanting Cross...

Design and Analysis of Slanting Cross Special-Shaped Arch Bridge

Abstract:

The slanting cross special-shaped arch bridge is fit for urban landscape bridge, with unique design and updated style. Based on Tongtai Bridge in Zhangjiakou, the design method, static characteristic, and stability of the bridge are introduced. The stress envelopes of girder and arch under the most unfavorable load combination, the arch stability of various stages are obtained by spacial FEM. From the results, a conclusion can be drawn that the lateral load is governing load for slanting cross special-shaped arch bridge because of horizontal component of suspender and wind load.

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Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

786-791

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.255-260.786

Citation:

Cite this paper

Online since:

May 2011

Authors:

Hui Li Wang, Rong Bin Jiang, Zhe Pan

Keywords:

Design, Slanting Cross, Special-Shaped Arch Bridge, Stability, Static Analysis

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