2012•Applied Mechanics and MaterialsOpen access

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

Xu Yong Chen, Shen Zhong, Bing Yong Gao

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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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What this paper is about

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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Available 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.

Key concepts: Bridge (graph theory), Finite element method, Software, Structural engineering, Engineering, Bar (unit), Computer science, Medicine

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