Study on the Joint Part of Self-anchored Cable-stayed Suspension Bridge with Hybrid Girder

descriptionPublicationkeyboard_double_arrow_right Article 28 Feb 2013Publisher:AICITJournal:International Journal of Advancements in Computing Technology, volume 5, pages 158-163 (issn: 2005-8039, eissn: 2233-9337,

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Authors: Wang Huili -; Ma Xingliang -; Qin Sifeng -;

doi: 10.4156/ijact.vol5.issue4.20

Study on the Joint Part of Self-anchored Cable-stayed Suspension Bridge with Hybrid Girder

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Abstract

This paper has studied on internal force continuity of hybrid girder self-anchored cable-stayed suspension bridge beam joint parts. The beam joint part of hybrid girder self-anchored cable-stayed suspension bridge, with 800m main span, is analyzed with plane 6 nodes finite element. The stress of beam joint parts is gotten. The analysis showed that the stress mutation on the transition section can be alleviated with appropriate construction form.

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