Analyze the Impact of the Thin-Walled Hollow Pier by Construction of Reservoir

Abstract:

The river dam intends to build at 280m downstream of a built bridge. This paper, using ANSYS finite element software, establishes a rational and realistic model to analyze the influence of the reservoir construction on the thin-walled hollow pier of built bridge. The variation of the stress of the bridge thin-walled hollow pier before and after impounding of the reservoir is given out, which can be as a guidance for future reinforcing the thin-walled hollow pier.

• Periodical: Applied Mechanics and Materials (Volumes 438-439)
• Pages: 1262-1264
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.438-439.1262
• Online since: October 2013
• Authors: Ke Dong Tang, Feng Gui Jin
• Keywords: ANSYS, Stress Analysis, Thin-Walled Hollow Piers

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