The Spatial Analysis of Lateral Bending on 40-m Prestressed Concrete T-Beam

Jian Ying Chen; Guo Jing He; Hua Tang

doi:10.4028/www.scientific.net/AMR.639-640.530

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 639-640The Spatial Analysis of Lateral Bending on 40-m...

The Spatial Analysis of Lateral Bending on 40-m Prestressed Concrete T-Beam

Abstract:

For the reasons of prestressing and other factors, the lateral bending would appear on the post-tensioned concrete T-beam during the pre-tensioning. In this paper, a simulation model is established as an example of the edge beam of 40-m T-beam which is widely used. According to the stress and displacement of main girder under different orthogonal force, the effects of lateral bending on the main girder are analyzed. Finally, some guidelines are suggested.

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Periodical:

Advanced Materials Research (Volumes 639-640)

Pages:

530-534

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.639-640.530

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Online since:

January 2013

Authors:

Jian Ying Chen, Guo Jing He, Hua Tang

Keywords:

40-m T-Beam, Edge Beam, Lateral Bending, Spatial Analysis

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References

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