Abstract
Advances in the field of fracture mechanics over the last four decades have allowed for a greater understanding of brittle and ductile fracture, including how to account for plasticity in fracture specimens and how to statistically define data scatter in the brittle and ductile-brittle transition region. This is particularly important for structural steels used in bridge applications, which typically possess high ductility and toughness. The material toughness provisions of the fracture control plan for highway bridges in the United States were developed from a database of linear-elastic tests, many of which were considered to be invalid according to testing standards in place at the time. This, the first of two companion papers, presents a reevaluation of legacy fracture toughness data obtained from steels used in highway bridges. This reevaluation uses plasticity corrections that characterize the toughness behavior of these steels using the master curve approach. Results of the study indicate that the master curve approach can be used to accurately describe the temperature dependence and associated scatter of fracture behavior in the ductile-brittle transition region of historic bridge steels. This can be used to define cleavage fracture tolerance bounds for a given data set, which is a necessary step toward the development of a performance-based fracture design specification.
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Acknowledgments
The authors would like to thank Bill Wright for his involvement on this project. They would also like to thank Kim Wallin from VTT Technical Research Centre of Finland and Richard Link of the U.S. Naval Academy for their advice and assistance. Funding for this study was provided by the Federal Highway Administration (FHWA) through TPF-5(238). The opinions expressed in this paper are those of the authors, and do not reflect the position of the FHWA.
References
AASHTO. (1978). Guide specifications for fracture critical Non-redundant steel bridge members, Washington, DC.
AASHTO. (2014). LRFD bridge design specifications, 7th Ed., Washington, DC.
Altstadt, S., Wright, W., and Connor, R. (2014). “Proposed Revisions to the current Charpy V-notch requirements for structural steel used in U.S. bridges.” J. Bridge Eng., 131–140.
Anderson, T. L. (1995). Fracture mechanics—Fundamentals and applications, 2nd Ed., CRC Press, Boca Raton, FL.
ASTM. (1997). “Standard test method for determination of reference temperature, To, for ferritic steels in the transition range.” E 1921-97, West Conshohocken, PA.
ASTM. (2008). “Standard test method for fracture toughness.” E 1820-08, West Conshohocken, PA.
ASTM. (2012a). “Standard test method for linear-elastic plane-strain fracture toughness KIc of metallic materials.” E 399-12, West Conshohocken, PA.
ASTM. (2012b). “Standard test methods for notched bar impact testing of metallic materials.” E 23-12, West Conshohocken, PA.
ASTM. (2013a). “Standard specification for structural steel for bridges.” A 709-13, West Conshohocken, PA.
ASTM. (2013b). “Standard test method for determination of reference temperature, To, for ferritic steels in the transition range.” E 1921-13, West Conshohocken, PA.
Barsom, J. M. (1974). “The development of AASHTO fracture-toughness requirements for bridge steels.” U.S.-Japan Cooperative Science, Tohoku Univ., Sendai, Japan.
Barsom, J. M., Sovak, J. F., and Novak, S. R. (1972). “AISI Project 168–Toughness criteria for structural steels: Fracture toughness of A572 steels.” U.S. Steel Research Laboratory Rep. 97.021-002 (2), U.S. Steel Research Laboratory, Monroeville, PA.
Crosley, P. B. (1984). “Fort Duquesne bridge: Fracture analysis of flange cores.” FHWA-TS-84-210, Federal Highway Administration, Washington, DC.
Dowling, N. E. (1999). Mechanical behavior of materials, engineering methods for deformation, fracture, and fatigue, 2nd Ed., Prentice-Hall, Upper Saddle River, NJ.
Frank, K. H., and Galambos, C. F. (1972). “Application of fracture mechanics to analysis of bridge failure.” Proc., Specialty Conf. on Safety and Reliability of Metal Structures, ASCE, New York.
Hartbower, C. E., and Sunbury, R. D. (1975). “Variability of fracture toughness in A514/517 plate.” FHWA RD-78-110, Federal Highway Administration, Washington, DC.
Irwin, G. R. (1960). “Plastic zone near a crack and fracture toughness.” 7th Sagamore Ordnance Materials Research Conf., Ordnance Materials Research Office and the Office of Ordnance Research of the U.S. Army, Raquette Lake, NY, 63–78.
Kendrick, C. B., Smith, R. D., and Crozier, W. F. (1980). “Fracture toughness of structural grade bridge steels part II.” FHWA/CA/TL-80/11, Federal Highway Administration, Washington, DC.
Landes, J. D., and Shaffer, D. H. (1980). “Statistical characterization of fracture in the transition region.” Fracture Mechanics: 12th Conf., ASTM, West Conshohocken, PA, 368–382.
Madison, R. B. (1969). “Application of fracture mechanics to bridges.” Fritz Engineering Laboratory Rep. No. 335.2, Lehigh Univ. Institute of Research, Bethlehem, PA.
Madison, R. B., and Irwin, G. R. (1974). “Dynamic Kc testing of structural steel.” J. Struct. Div., 100(ST7), 1331–1349.
McCabe, D. E., Merkle, J. G., and Wallin, K. (2007). An introduction to the development and use of the master curve method, ASTM, West Conshohocken, PA.
NTSB (National Transportation Safety Board). (1970). “Collapse of U.S. 35 Highway Bridge.” Highway Accident Rep. NTSB No. HAR-71-01, Washington, DC.
Ripling, E. J., Crosley, P. B., and Armstrong, R. W. (1990). “Brittle-ductile transition of bridge steels vol. I: Final rep.” FHWA-RD-90-008. Federal Highway Administration, Washington, DC.
Roberts, R., et al. (1977). “Determination of tolerable flaw sizes in full size welded bridge details.” FHWA-RD-77-170, Federal Highway Administration, Washington, DC.
Roberts, R., Irwin, G. R., Krishna, G. V., and Yen, B. T. (1974). “Fracture toughness of bridge steels–Phase II rep.” FHWA-RD-74-59, Federal Highway Administration, Washington, DC.
Roberts, R., and Krishna, G. V. (1977). “Fracture behavior of A36 bridge steels.” FHWA-RD-77-156, Federal Highway Administration, Washington, DC.
Wallin, K. (1984). “The scatter in KIc results.” Eng. Fract. Mechanics, 19(6), 1085–1093.
Wallin, K. (2011). Fracture toughness of engineering materials: Estimation and application, EMAS Publishing, Warrington, U.K.
Wolff, A. K., and Martin, A. D. (1973). “The determination of the physical, chemical, and metallurgical characteristics of steels furnished from typical highway bridges.” FHWA-RD-74-4, Federal Highway Administration, Washington, DC.
Information & Authors
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Copyright
© 2016 American Society of Civil Engineers.
History
Received: Oct 5, 2015
Accepted: May 6, 2016
Published online: Aug 23, 2016
Published in print: Dec 1, 2016
Discussion open until: Jan 23, 2017
ASCE Technical Topics:
- Bridge engineering
- Bridge tests
- Bridges
- Bridges (by material)
- Bridges (by type)
- Brittleness
- Continuum mechanics
- Cracking
- Curvature
- Engineering fundamentals
- Engineering mechanics
- Field tests
- Fracture mechanics
- Geometry
- Highway bridges
- Material mechanics
- Material properties
- Materials characterization
- Materials engineering
- Mathematics
- Solid mechanics
- Steel bridges
- Structural engineering
- Tests (by type)
- Toughness
- Wood bridges
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