TECHNICAL PAPERS
Feb 1, 2002

Considerations for Opening New Access Holes in Curved Box Girders

Publication: Practice Periodical on Structural Design and Construction
Volume 7, Issue 1

Abstract

Access hatches (holes) in curved-box-girder bridges are usually provided in the bottom flange immediately before or after an expansion joint. If additional access hatches are required after the bridge is built, they must be placed in such a way that (1) they satisfy such important practical constraints as feasibility, accessibility, water leakage, traffic impact, and unauthorized access, and (2) they do not adversely affect the structural behavior of the bridge—i.e., their installation should not impair serviceability or decrease ultimate strength or fatigue life. This paper discusses both of these issues and proposes approaches that are suitable for identifying appropriate locations for access hole placement. The proposed approaches are used to investigate seven curved-box-girder bridges located in the state of Florida. One of the bridges is chosen for further study using a detailed finite-element model. The numerical model is used to confirm the proposed methods and to further investigate the effects of adding access holes.

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References

AASHTO. (1998). LRFD bridge design specifications, 2nd Ed., American Association of State Highway and Transportation Officials, Washington, D.C.
AASHTO. (1997). Guide specifications for horizontally curved highway bridges, American Association of State Highway and Transportation Officials, Washington, D.C.
ABAQUS. (1997). Users’ manual version 5.7, Hibbit, Karlsson & Sorenson, Inc., Providence, R.I.
Greenspan, D., and Casulli, V. (1988). Numerical analysis for applied mathematics, science, and engineering, Addison-Wesley, Redwood City, Calif.
Guohao, L. (1987). Analysis of box girder and truss bridges, China Academic, Springer-Verlag, New York.
Kollbrunner, C. F., and Basler, K. (1969). Torsion in structures: An engineering approach, Springer-Verlag, New York.
Nakai, H., and Yoo, C. H. (1988). Analysis and design of curved steel bridges, McGraw-Hill, New York.
Okeil, A. M., El-Tawil, S., and Chaphalkar, M. (2000). “New access hatches in existing curved box girder bridges: A study based on practical and structural considerations.” Research Rep., Dept. of Civil and Environmental Engineering, Univ. of Central Florida, Orlando, Fla.
Zureick, A., Naqib, R., and Yadlosky, J. M. (1994). “Curved steel bridge research project: Interim Report 1: Synthesis.” Publication No. FHWA-RD-93-129, Office of Engineering and Highway Operation R & D, Federal Highway Administration, McLean, Va.

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Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 7Issue 1February 2002
Pages: 26 - 36

History

Received: Feb 20, 2001
Accepted: Mar 5, 2001
Published online: Feb 1, 2002
Published in print: Feb 2002

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Authors

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Ayman M. Okeil
Visiting Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Central Florida, Orlando, FL 32816-2450.
Sherif El-Tawil, M.ASCE
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Central Florida, Orlando, FL 32816-2450.

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