Mechanical Analysis of Steel Beam and Steel-Concrete Combined Section Pavement in Long-Span Hybrid Girder Bridge

Abstract:

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Firstly the pavement compound system model of steel beam and steel-concrete combined section are established based on structure characteristics of long-span hybrid girder bridge, and the worst loading locations and their characteristics of two beams are obtained. Then, mechanical responses of pavement under the worst loading locations are analyzed to compare mechanical control indices and stress distribution of two beam model. parameters and suggestions are provided for formulation of standards of long-span hybrid girder bridge pavement, at the same time theoretical basis is and selecting pavement materials and pavement structural optimization design.

Info:

Periodical:

Edited by:

Jun Hu and Qi Luo

Pages:

103-107

DOI:

10.4028/www.scientific.net/AMR.320.103

Citation:

K. Zhong et al., "Mechanical Analysis of Steel Beam and Steel-Concrete Combined Section Pavement in Long-Span Hybrid Girder Bridge", Advanced Materials Research, Vol. 320, pp. 103-107, 2011

Online since:

August 2011

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Price:

$35.00

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