Effect of Side-Web Slope on Loading Properties of Prestressed Continuous Box-Girder Bridge with Changed Sections

Feng Lan Li; Shi Min Zhang; Shi Ming Liu

doi:10.4028/www.scientific.net/AMR.446-449.1333

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Effect of Side-Web Slope on Loading Properties of...

Effect of Side-Web Slope on Loading Properties of Prestressed Continuous Box-Girder Bridge with Changed Sections

Abstract:

Combined with the practical design of a prestressed concrete continuous box-girder bridge with changed sections, the effect of side-web slope on the loading properties of this bridge was analyzed. The numerical modes of this bridge were built using the specialist FEM software, 5 side-web slopes were considered by changing the width of box floor. The results show that the changes of side-web slope influence the mid-span deflection of box-girder in a small range under vehicle load, but affect obviously on the transversal loading properties such as crack width and flexural resistance of the box roof. Based on this, the suitable side-web slope is selected. It may be referenced by the similar design of this kind of bridges.

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Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

1333-1336

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.1333

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Online since:

January 2012

Authors:

Feng Lan Li, Shi Min Zhang, Shi Ming Liu

Keywords:

Bending Moment, Changed Section, Crack Width, Deflection, Prestressed Continuous Box-Girder Bridge, Side-Web Slope

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