Analysis on Stress State of Box-Girder Web under Prestressing

Article Preview

Abstract:

In order to study the stress of box-girder web under prestressing, and confirming the internal stress distribution of the web, analyzing of vertical prestressed box girder, curved beam prestressed sensitivity under the webs. Establishing finite element model of the box-girder webs vertical prestressing effect is analyzed, results show that the principal tensile stress of the web is sensitive to the vertical prestress, applying the vertical prestress can effectively reduce the principal tensile stress of the web; with the decrease of the effective vertical prestress, the neutral axis above the principal compressive stress decreases rapidly, while below the neutral axis decreases relatively slow; Under the same vertical preloading stress level, the roots of cross section of the compressive stress of web reserves than L/4 section of the web.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

33-36

Citation:

Online since:

August 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Lou Zhuanghong, On crack of prestressed concrete beam bridge[J]. Highway traffic science and technology, 2000, 12(6): 49-52.

Google Scholar

[2] HuangWei, Xing Liyan, Yu Gang, Prestressed concrete continuous box girder bridge crack control study[J]. Journal of Zhejiang University; Natural Science Edition, 2009, 1: 22-27.

Google Scholar

[3] ZhaoBaojun, HaoXianwu. Analysis of the stress field of PC box girder under the action of vertical prestress[J]. Journal of Guangxi University; Natural Science Edition, 2011, 8(3):56-61.

Google Scholar

[4] Lv Jianming, Chen Ke, Analysis of prestressed concrete box girder webs principal stress[J]. Highway traffic science and technology, 2005, 22(10): 51-55.

Google Scholar

[5] Li Bin, The two tensioning strands technology applied in study of the box girder webs under vertical prestress [D]. Master's thesis, Hunan University. (2009).

Google Scholar