Mechanical Analysis of Link Slab in Continous Paving Layer of Simple Supported Girder Bridge

Fan Li; Xi Yuan Liu; Rong Xia Wang; Xiao Wei Wang

doi:10.4028/www.scientific.net/AMM.178-181.2290

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 178-181Mechanical Analysis of Link Slab in Continous...

Mechanical Analysis of Link Slab in Continous Paving Layer of Simple Supported Girder Bridge

Abstract:

The link slab of simple supported girder bridge deck was discussed in this paper. Based on “Gernal Code of design of Highway Bridges and Culverts(JTGD60-2004)” of China and linear elastic theory the continouse paving layer was analysized under the live load, temperature variation. The deformation and tensile stress formulations of link slab were given. The conclusion can provide theoretical basis for the design of building new bridge and strengthening and repairing old bridge.

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Periodical:

Applied Mechanics and Materials (Volumes 178-181)

Pages:

2290-2293

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.178-181.2290

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Online since:

May 2012

Authors:

Fan Li, Xi Yuan Liu, Rong Xia Wang, Xiao Wei Wang

Keywords:

Bending Stress, Bridge Deck Surfacing, Link Slab, Paving Layer

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References

[1] Wang Hu, Hu Chang Shun, Wang Bing Gang: Jounal of Xi'an Highway University, Vol 20, No4, (2000), pp.1-4

Google Scholar

[2] Yun Yong Kim, Gregor Fischer, Victor C Li : ACI Structural Journal (11-12, 2004)

Google Scholar

[3] Kim ,Y.Y. Fischer,G., and V.C. Li. ACI Structural Journal ,101(6) pp.792-801

Google Scholar

[4] Gernal Code for Design of Highway Bridges and Culverts (JTG D60-2004), Beijing, People's Communications Publishing House，

Google Scholar

[5] Code for Design of Highway Reinforced concrete and Prestressed Concrete Bridges and Culverts(JTG D62-2004), Beijing, People's Communications Publishing House，

Google Scholar