Externally Prestressed Steel Box Girder Bridge

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Abstract:

With a small cross section, a light deadweight and a convenient replaceable tendon, externally prestressed bridges have many special traits compared with other bridges. With a practical case, this paper analyzes the design of externally prestressed steel box girder bridges, which contains the bridge span, beam construction, externally prestressed layout, substructure and construction programs. Through economic, social analysis, discusses the prospects for the application of external prestressing structure .

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2209-2212

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May 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] EI- HABR, K C. Finite element analysis of externally prestressed segmental construction [D] .University of Texas at Austin, Tex,1988.

Google Scholar

[2] TAN, KH, NG, CK. EFFECTS of deviators and tendon configuration on behavior of externally prestressed beams [J] .ACI Structural Journal, 1997, 94 ( 1) : 13- 22.

DOI: 10.14359/456

Google Scholar

[3] RAO, PS, GEORGE MATHEW. Behavior of externally prestressed concrete beams with multiple deviators [J]. ACI Structural Journal, 1996,93(4):387- 396.

DOI: 10.14359/9697

Google Scholar

[4] Jean MULLER. Some Recent International Projects with External Prestressing [J]. AFPC External Prestressing in Structures, France, 1993: 71~83.

Google Scholar