Analysis of Ductility Features in Bearing Failure Process for Cable-Strut Arch Structures under the Load Combined Full Span and Half Span Loads

You Bao Jiang; Guo Yu Liao

doi:10.4028/www.scientific.net/AMM.351-352.986

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 351-352Analysis of Ductility Features in Bearing Failure...

Analysis of Ductility Features in Bearing Failure Process for Cable-Strut Arch Structures under the Load Combined Full Span and Half Span Loads

Abstract:

The current research work lacks systematizations on ductility features in failure process for cable-strut arch structures. To improve this disadvantage, an intensive study is performed with the strategies of experimental verification and finite element analysis. Firstly, considering the mechanical characteristics of cable-strut arch structures, a calculation method of displacement ductility are proposed to analyze its features in failure process. On this basis, the law of ductility features on bearing failure for cable-strut arch structures, is studied through the analysis of the results of experimental verification and finite element analysis. It indicates that their failures are brittle. It provides some references for the reasonable design of these structures.

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Periodical:

Applied Mechanics and Materials (Volumes 351-352)

Pages:

986-989

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.351-352.986

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Online since:

August 2013

Authors:

You Bao Jiang, Guo Yu Liao

Keywords:

Cable-Strut Arch Structure, Ductility, Full Span Load, Half Span Load

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