Externally Prestressed Steel Box Girder Bridge

Author:

Yang Jing Nan1,He Xiong Jun1,Yang Xiao Cheng2

Affiliation:

1. Wuhan University of Technology

2. Henan Yellow River Engineering Bureau

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 .

Publisher

Trans Tech Publications, Ltd.

Reference4 articles.

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

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.

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

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

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