Abstract
Fracture mechanics had found wide application in many engineering designs prior to 1968. The catastrophic failure on December 15, 1967, of the Point Pleasant Bridge, an eyebar chain suspension bridge over the Ohio River connecting Ohio and West Virginia, and the subsequent questions raised by the Federal and State Governments helped thrust mechanics upon the designer of steel structures. Structural grades of steel, typified by yield strengths between 36 ksi (248 MN/m2) and 120 ksi (827 MN/m2), heretofore considered immune to fracture in terms of normal usage, were suddenly suspect. This chapter sets forth some of the fracture mechanics related problems associated with structural grade steels within the specific framework of bridge design. To this end basic crack initiation, subcritical crack propagation, and fracture behavior of structural grade steels are presented. Furthermore, to illustrate how fracture mechanics currently affects bridge design with structural steels, the current fatigue design rules and toughness requirements for bridge steels of the American Association of State Highway and Transportation Officials are given and discussed. Some of the results of research on fatigue and fracture of structural steels at Lehigh University over the past five years are also presented. Finally, comments are made as to some of the directions fracture mechanics and structural steel design might take in the near future.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
“Standard Test Method for Plane-Strain Fracture Toughness of Metallic Materials”, Designation: E399–74 in 1975 Annual Book of ASTM Standards, Pt. 10. Philadelphia: Am. Soc. for Testing and Materials (1975), 561–80.
Madison, R.B. and Irwin, G.I., “Fracture Analysis of King’s Bridge, Melbourne”, Proc. ASCE, J. Struct. Div., 97, no. ST9 (1971), 2229–44.
Shank, M.E., “A Critical Survey of Brittle Failure in Carbon Plate Steel Structures Other than Ships”, Weld Res. Counc. Bull., No. 17, 1954.
Report of the Royal Commission into Failure of King’s Bridge, Victoria, Australia, 1963.
“Collapse of U.S. 35 Highway Bridge, Point Pleasant, West Virginia, December 15, 1967”, National Transportation Report No. NTSB-HAR-71–1.
Engineering News Record, August 20, 1970.
Engineering News Record, January 7, 1971.
Engineering News Record, March 30, 1972.
Czyzewski, H., “Brittle Failure: The Story of a Bridge”, Metal Progr. (West), 1, no. 1 (1975), W6–W12.
Philadelphia Bulletin, November 9, 1972.
Engineering News Record, October 24, 1974.
Barsom, J.M., “Fatigue Behavior of Pressure-Vessels Steels”, Weld. Res. Counc. Bull., No. 194, 1974.
Paris, P.C., Gomez, M.P. and Anderson, W.E., “A Rational Analytic Theory of Fatigue”, Trend. Eng., Wash. Univ., 13, no. 1 (1961), 9–14.
Smith, H.R., Piper, D.E. and Downey, F.K., “A Study of Stress-Corrosion Cracking by Wedge-Force Loading”, Eng. Fract. Mech., 1 (1968), 123–28.
Paris, P.C., “The Fracture Mechanics Approach to Fatigue”, in Fatigue — An Interdisciplinary Approach, ed. by J.J. Burke, N.L. Reed and V. Weiss. Syracuse, N.Y.: Syracuse University Press (1964), 107–32.
Schijve, J., “Significance of Fatigue Cracks in Micro-Range and Macro-Range”, in Fatigue Crack Propagation, Special Tech. Publ. 415. Philadelphia: Am. Soc. for Testing and Materials (1967), 415–57.
von Euw, E.F.J., Hertzberg, R.W. and Roberts, R., “Delay Effects in Fatigue Crack Propagation”, in Stress Analysis and Growth of Cracks, Special Tech. Publ. 513. Philadelphia: Am. Soc. for Testing and Materials (1972), 230–59.
Trebules, V.W., Jr., Roberts, R. and Hertzberg, R.W., “Effect of Multiple Overloads on Fatigue Crack Propagation in 2024-T3 Aluminum Alloy”, in Progress in Flaw Growth and Fracture Toughness Testing, Special Tech. Publ. 536. Philadelphia: Am. Soc. for Testing and Materials (1973), 115–46.
Mills, W.J., “Load Interaction Effects on Fatigue Crack Growth in 2024-T3 Aluminum Alloy and A514F Steel Alloys”, unpublished Ph.D. dissertation, Lehigh University, 1975.
Schijve, J. and De Rijk, P., “The Effect of ‘Ground-to-Air-Cycles’ on the Fatigue Crack Propagation of 2024-T3 Alclad Sheet Material”, National Aero- and Astronautical Research Institute, Amsterdam, Netherlands, Report No. NLR-TR-M-2148, July 1966. (N66–39867)
Effects of Environment and Complex Load History on Fatigue Life, Special Tech. Publ. 462. Philadelphia: Am. Soc. for Testing and Materials, 1970.
Brown, B.F., “A New Stress-Corrosion Cracking Test for High-Strength Alloys”, Mater. Res. Stand., 6 (1966), 129–33.
Novak, S.R. and Rolfe, S.T., “Modified WOL Specimen for KIscc Environmental Testing”, J. Mater., 4 (1969), 701–28.
Wei, R.P. and Landes, J.D., “Correlation Between Sustained-Load and Fatigue Crack Growth in High-Strength Steels”, Mater. Res. Stand., 9, no. 7 (1969), 25–27.
Barsom, J.M., “Corrosion-Fatigue Crack Propagation Below KIscc”, Eng. Fract. Mech., 3 (1971), 15–25.
Sinclair, G.M., “Relation of Sub-Critical Crack Growth to Inspection Requirements”, paper presented at ASM Conference on Fracture Control, Philadelphia, Pa., January 26–28, 1970.
Carter, C.S., Hyatt, M.V. and Cotton, J.E., “Stress-Corrosion Susceptibility of Highway Bridge Construction Steels”, Boeing Company, Renton, Washington, Department of Transportation Contract Report No. FHWA-RD-73–46, April 1972. (PB 222 453)
Barsom, J.M. and McNicol, R.C., “Effect of Stress Concentration on Fatigue-Crack Initiation in HY-130 Steel”, in Fracture Toughness and Slow-Stable Cracking, Special Tech. Publ. 559. Philadelphia: Am. Soc. for Testing and Materials (1974), 183–204.
Fisher, J.W., “Guide to 1974 AASHTO Fatigue Specifications”, Am. Inst. of Steel Construction, 1974.
Fisher, J.W., Frank K.H., Hirt, M.A. and McNamee, B.M., “Effect of Weldments on the Fatigue Strength of Steel Beams”, NCHRP Report 102, Highway Research Board, 1970.
Fisher, J.W., Albrecht, P.A., Yen, B.T., Klingerman, D.J. and McNamee, B.M., “Fatigue Strength of Steel Beams with Welded Stiffeners and Attachments”, NCHRP Report 147, Highway Research Board, 1974.
Miner, M.A., “Estimation of Fatigue Life with Particular Emphasis on Cumulative Damage”, in Metal Fatigue, ed. by G. Sines and J.L. Waisman. New York: McGraw-Hill Book Company (1959), 278–89.
Albrecht, P. and Fisher, J.W., “An Engineering Analysis of Crack Growth at Transverse Stiffeners”, Int. Assoc. Bridge Struct. Eng. Publ., 35, Pt. I (1975), 1–22.
Hirt, M.A. and Fisher, J.W., “Fatigue Crack Growth in Welded Beams”, Eng. Fract. Mech., 5 (1973), 415–29.
Barsom, J.M., “Toughness Criteria for Bridged Steels”, Tech. Report No. 5 for AISI Project 168, February 1973.
Roberts, R., Irwin, G.R., Krishna, G.V. and Yen, B.T., “Fracture Toughness of Bridge Steels — Phase II Report”, Lehigh University, Bethlehem, Pa., Dept. of Transportation Contract Report No. FHWA-RD-74–59, September 1974. (PB 239 188)
Barsom, J.M. and Rolfe, S.T., “Correlation Between KIc and Charpy V-Notch Test Results in the Transition-Temperature Range”, in Impact Testing of Metals, Special Tech. Publ. 466. Philadelphia: Am. Soc. for Testing and Materials (1970), 281–302.
Barsom, J.M., “The Development of AASHTO Fracture-Toughness Requirements for Bridge Steels”, paper presented at the U.S. Japan Cooperative Science Seminar, Tohoku University, Sendia, Japan, August 1974. (Available from AISI)
Frank, K.H. and Galambos, C.F., “Application of Fracture Mechanics to Analysis of Bridge Failures”, in Safety and Reliability of Metal Structures. New York: Am. Soc. of Civil Engineers (1972), 279–306.
Rolfe, S.T., “Fracture-Control Guidelines for Welded Steel Ship Hulls”, in Significance of Defects in Welded Structures, ed. by F. Kanazawa and A.S. Kobayashi. Tokyo: University of Tokyo Press (1974)., 318–39.
Eiber, R.J., Duffy, A.R. and McClure, G.M., “Fracture Control on Gas Transmission Pipelines”, paper presented at ASM Conf. on Fracture Control, Philadelphia, Pa., January 26–28, 1970.
Highway Research Board, the AASHTO Road Test, Report 4, Bridge Research, Special Report CID, National Academy of Science — National Research Council, Publication No. 953.
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 1979 Springer Science+Business Media New York
About this chapter
Cite this chapter
Roberts, R. (1979). Fracture Design for Structural Steels. In: Burke, J.J., Weiss, V. (eds) Application of Fracture Mechanics to Design. Sagamore Army Materials Research Conference Proceedings. Springer, Boston, MA. https://doi.org/10.1007/978-1-4899-6588-2_8
Download citation
DOI: https://doi.org/10.1007/978-1-4899-6588-2_8
Publisher Name: Springer, Boston, MA
Print ISBN: 978-0-306-40040-7
Online ISBN: 978-1-4899-6588-2
eBook Packages: Springer Book Archive