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Jan 1, 2006

Characterization of Material Properties of HPS-485W (70 W) TMCP for Bridge Girder Applications

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Publication: Journal of Bridge Engineering
Volume 11, Issue 1

Abstract

There are currently two methods of production for A 709 Grade HPS-485W (70 W)—quenching and tempering (Q&T) and thermomechanical controlled processing (TMCP). The TMCP enables plates to be rolled in longer lengths than is possible with Q&T; however, because of its recent introduction and a lack of material testing, relatively little is known concerning the effect of this new production method upon the intraplate variability of both tensile strength and toughness. Data from 96 tensile tests show that yield and ultimate strengths of HPS-485W (70 W) TMCP may be dependent upon plate thickness and orientation. The average yield strength was found to be lower than the 485 MPa (70 ksi) limit, while the average ultimate strength was within acceptable limits. Seventy-five Charpy V-Notch (CVN) specimens were tested, and all met the 48 J at 23°C (35 ft-lb at 10°F) AASHTO Zone III requirement for minimum toughness. Overall it was seen that HPS 485W (70 W) TMCP shows promise for bridge girder applications, but thicker plates do not currently meet all the ASTM A 709 standards, and should be reevaluated before being used in bridge construction on a large scale.

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Acknowledgments

The writers would like to acknowledge the Ohio Department of Transportation (ODOT) and the Innovative Bridge Research Council (IBRC) program sponsored by the Federal Highway Administration (FHWA) for their ongoing cooperation and funding of this project. The writers would also like to thank Eric Dues, John Hattin, and Sarita Kesler for their dedication and performing much of the testing discussed in this paper, made possible by funding from the National Science Foundation (NSF)NSF.

References

American Association of State Highway and Transportation Officials (AASHTO). (2004). LRFD bridge design specifications, 3rd Ed., AASHTO, Washington, D.C.
American Iron and Steel Institute (AISI). (2004). “HPS scoreboard.” ⟨http://www.steel.org/infrastructure/pdfs/29-HPS%20Scoreboard%2002-02-04.xls
(ASTM). (2001a). “Standard specification for carbon and high-strength low-alloy structural steel shapes, plates, and bars and quenched-and-tempered alloy structural steel plates for bridges.”ASTM A 709, ASTM, Philadelphia.
(ASTM). (2001b) “Standard test methods for tension testing of metallic materials.”ASTM E 8, ASTM, Philadelphia.
(ASTM). (2002). “Standard test methods and definitions for mechanical testing of steel products.”ASTM A 370, ASTM, Philadelphia.
Bodnar, R. L. (1995). “Progress in the development of an as-rolled Nb-V weathering steel for bridge applications.” Final Rep. under ONR-AISI Nos. N00014-94-2-0002, 714-2785, TPO-71-94055, Bethlehem Steel, Bethlehem, Pa.
Chen, H., Grondin, G., and Driver, R. (2003). ”Fatigue properties of high performance steel.” Proc., 1st Int. Conf. on Fatigue Damage of Materials, WIT, Toronto, 181–191.
Chilton, J., and Manganello, S. J. (1996). “Material development for high-performance bridge steels.” Building an International Community of Structural Engineers, Proc. 14th Structures Congress, ASCE, Reston, Va., 100–107.
Dues, E., Hattin, J., and Kesler, S. (2002). “Tensile testing of HPS-70W TMCP plate material.” Final Rep. under NSF Grant ID No. EEC 9820102, Univ. of Cincinnati, Cincinnati.
Focht, E. M., and Manganello, S. J. (1996). “Stress–strain behavior of high-performance 70W bridge steel.” Proc., Materials for the New Millennium, Vol. 2, ASCE, Reston, Va., 1540–1550.
Galambos, T. (1998). “Technical memorandum No. 8: Standard methods and definitions for tests for static yield stress.” Guide to stability design criteria for metal structures, Wiley, New York.
International Steel Group Inc. (ISG). (2003). High performance steels for bridges: HPS-70W, ISG.
Krouse, D. (1999). “High performance steel: Material development.” Proc., Materials and Construction: Exploring the Connection, ASCE, Reston, Va., 566–575.
Manganello, S. J. (1995). “AISI/FHWA high-performance bridge-steel screening study.” Final Rep. under AISI Cooperative Agreement ONR-AISI No. N00014-94-2-0002, American Iron and Steel Institute and Federal Highway Administration, Washington, D.C.
Seradj, H. (2004). “Design and fabrication of the Sylvan overcrossing HPS 70W box girder bridge.” Steel bridges: Emerging technologies with emphasis on high performance steel and accelerated bridge construction, Proc., 2004 Federal Highway Administration (FHWA) Steel Bridge Conf., San Antonio, 22–31.
State of Ohio Department of Transportation (ODOT). (2002). Construction and material specifications, ODOT, Columbus, Ohio.
Wilson, A. D. (1999). “Properties of recent production of A709 bridge steels.” Proc., Int. Symp. on Steel for Fabricated Structures, ASM International, Materials Park, Ohio, 41–43.

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Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 11Issue 1January 2006
Pages: 99 - 108

History

Received: Jun 11, 2004
Accepted: Dec 15, 2004
Published online: Jan 1, 2006
Published in print: Jan 2006

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Authors

Affiliations

Caroline R. Kayser, S.M.ASCE
Graduate Research Assistant, Univ. of Cincinnati, P.O. Box 210071, Cincinnati, OH 45221-0071.
James A. Swanson, M.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Cincinnati, P.O. Box 210071, Cincinnati, OH 45221-0071 (corresponding author). E-mail: [email protected]
Daniel G. Linzell, M.ASCE
Associate Professor, Penn State Univ., 231L Sackett Building, University Park, PA 16802.

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