Experimental Study on Transversal Stress of Precast Simply Supported Box Girder during the Pre-Tensioning and Initial Tensioning Stages

Zhang Rui; Wen Liang Lu

doi:10.4028/www.scientific.net/AMR.243-249.1689

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Experimental Study on Transversal Stress of...

Experimental Study on Transversal Stress of Precast Simply Supported Box Girder during the Pre-Tensioning and Initial Tensioning Stages

Abstract:

Experimental research was conducted on the transverse stress of 32m post-tensioned precast simply supported concrete box girder with ballastless track. Vibrating wire strain gauges were embedded in the key sections to monitor the concrete transverse strain. The concrete strain development law was analyzed. The monitored results showed that there were low transverse tensile stresses and the cracking resistance of the girder was enough during pre-tensioning stage. The research findings provided effective experimental data for design and construction quality control.

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

1689-1693

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.1689

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Online since:

May 2011

Authors:

Zhang Rui, Wen Liang Lu

Keywords:

Box Girder, Prestressed, Tensioning Stage, Transverse Stress

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References

[1] Liming Sheng, Liangjiang Chen. Design and construction of simply supported beam with common span for Qinhuangdao-Shenyang passenger dedicated line.[J].Railways Standard Design, 2001, 21(9): 4-7.

Google Scholar

[2] Yunqing Deng, Liming Sheng.Concrete box beam prestressed design in post-tensioning method of Qinhuangdao-Shenyang passenger dedicated line [J]. Railways Standard Design, 2000, 20(1):3-6.

Google Scholar

[3] Guixia Ning, Peng Zhen Lin, Ting long Zhao, etc. finite element analysis of mid-span stress in construction of box beams of double-track railways [J]. Railway Journal, 2006, 28(2):122-126.

Google Scholar

[4] Ministry of Railways of the People's Republic of China. Code for design on reinforced and prestressed concrete structure of railway bridge and culvert. (GB50010-2002) [S].Beijing: Railway of China, 2005.

Google Scholar