Analysis and Design on Spacial Finite Element of Non-Conventional Type Bridge by ANSYS

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Abstract:

The paper takes a non-conventional bridge as the case, analyzes the shortcoming of Plane Bar Structure Analysis Software (PBSAS) in non-conventional structure, in order to study load-carrying features of non-conventional type bridge, it proposes a new non-conventional type bridge analysis approach integrating both spatial analysis software and graphic software. Such an approach is to make an overall analysis firstly by large-scale general-purpose finite element software ANSYS, then to compute and recheck various control sections by professional software DR.BRIDGE. Thus to evaluate non-conventional type bridge, and the approach aims to provide a certain reference for analysis on similar bridges.

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2091-2094

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October 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Gu Mouqing, Li Xiaoming, Chang Chunde; Analysis And Design on Rigid Frame Continuous Slab Bridge [J], China Journal of Highway and Transport, 1992, 5 (4) : 40-43.

Google Scholar

[2] Zhang Shengmin; Structure Analysis by Finite Element Software ANSYS7. 0 [M] Beijing: Tsinghua University Press, (2003).

Google Scholar

[3] Sun Qingxin, Yang Dongbo, Chen Xuyong; Analysis on Spacial Finite Element of Rigid Frame Continuous Curved Slab Bridge [J]; Wuhan Institute of Technology, 2009, 31 (5): 41-43.

Google Scholar