Evaluation of prestraining and dynamic loading effects on the fracture toughness of structural steels by the local approach

Journal of Pressure Vessel Technology, Transactions of the ASME

Volumn 123, Issue 3, 2001, Pages 362-372

  Minami, Fumiyoshi ^a   Arimochi, Kazushige ^b  

^a OSAKA UNIVERSITY   (Japan)

^b Sumitomo Metal Industries Limited   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0001106196     PISSN: 00949930     EISSN: 15288978     Source Type: Journal    
DOI: 10.1115/1.1379532     Document Type: Article

References (21)

1. Toyoda, M., 1995, “How Steel Structures Fared in Japan’s Great Earthquake,” Weld. J. (Miami), 74, No. 12, pp. 31-42.
2. Hashida, T., Fujihira, S., Morikawa, J., Minami, F., and Toyoda, M., 1998, “Fracture Toughness and Mechanical Properties of Beam-to-Column Connections of Steel Framed Structures Damaged in Hyogoken-Nambu Earthquake,” Proc., Int. Conf. on Welded Constructions in Seismic Areas, Maui, Hawaii, pp. 215-225.
3. APD Committee, 1997, “Strength and Fracture Toughness of Weld Connections in Steel Framed Structures” (in Japanese), Proc., Seminar on Seismic Damage to Steel Framed Structures and Steel Properties, Tokyo, The Japan Welding Engineering Society, JWES-IS-9701, pp. 47-192.
4. Bennett, P. E., and Sinclair, G. M., 1965, “Parameter Representation of Low-Temperature Yield Behavior of Body-Centered Cubic Transition Metals,” ASME 65-MET-11.
5. Beremin, F. M., 1983, “A Local Criterion for Cleavage Fracture of a Nuclear Pressure Vessel Steel,” Metall. Trans. A, 14A, pp. 2277-2287.
6. Mudry, F., 1987, “A Local Approach to Cleavage Fracture,” Nucl. Eng. Des., 105, pp. 65-76.
7. Kuwamura, H., and Maeda, K., 1990, “Strain-Rate Effect on the Mechanical Properties of Low-Yield-Ratio High-Strength Steel” (in Japanese), J. Struct. Eng., 36B, pp. 89-101.
8. Fujii, E., Ohkuma, I., Kawaguchi, Y., and Tsukamoto, M., 1985, “Effects of Temperature and Strain Rate on Dynamic Fracture Toughness of Steel” (in Japanese), J. Soc. Naval Architects Jpn, 158, pp. 619-629.
9. Nakano, Y., Sakai, Y., Yagawa, G., Ando, K., and Ando, Y., 1988, “Dynamic Fracture Toughness of LWR Pressure Vessel Steel A508 Cl. 3: A Japanese Round-Robin Study,” Int. J. Pressure Vessels Piping, 31, pp. 255-270.
10. Toyosada, M., Fujii, E., Nohara, K., Kawaguchi, Y., Arimochi, K., and Isaka, K., 1987, “The Effect of Strain Rate on Critical CTOD and J Integral” (in Japanese), J. Soc. Naval Architects Jpn, 161, pp. 343-356.
11. Toyosada, M., and Gotoh, K., 1992, “The Estimating Method of Critical CTOD and J Integral at Arbitrary Crosshead Speed” (in Japanese), J. Soc. Naval Architects Jpn, 172, pp. 663-674.
12. Toyosada, M., Gotoh, K., and Sagara, K., 1991, “Temperature Rise Distribution Near a Crack Tip Due to Plastic Work Under High Loading Rate” (in Japanese), J. Soc. Naval Architects Jpn, 170, pp. 651-663.
13. TM Committee, 1975, “Qualification of Steel Properties in Terms of Resistance to Brittle Fracture Initiation” (in Japanese), The Japan Welding Engineering Society.
14. Euromech-Mecamat 1996, 1st European Mechanics of Materials Conference on Local Approach to Fracture 86-96, Fontainebleau, J. de Physique IV, 6, pp. 185-214, 243-257, 269-286, 295-304, 343-352.
15. Wiesner, C. S., 1996, “The ‘Local Approach’ to Cleavage Fracture,” An Abington Publishing Special Report.
16. Minami, F., Katou, T., Nakamura, T., and Arimochi, K., 1999, “Equivalent CTOD Concept for Fracture Toughness Requirement of Materials for Steel Structures,” Proc., Int. Conf. on Offshore Mechanics and Arctic Engineering, St. John’s, Newfoundland, Canada, OMAE99/MAT-2130, pp. 1-12.
17. Tagawa, T., Chaves, C. E., Yang, H., Yoshinari, H., and Miyata, T., 1999, “Specimen Size Requirement for Cleavage Fracture Toughness Based on the Weibull Stress Criterion” (in Japanese), J. Soc. Naval Architects Jpn, 186, pp. 485-497.
18. Minami, F., Brückner-Foit, A., Munz, D., and Trolldenier, B., 1992, “Estimation Procedure for the Weibull Parameter Used in the Local Approach,” Int. J. Fract., 54, pp. 197-210.
19. Gao, X., Ruggieri, C., and Dodds, Jr, R. H., 1998, “Calibration of Weibull Stress Parameters Using Fracture Toughness Data,” Int. J. Fract., 92, pp. 175-200.
20. Minami, F., Ochiai, T., Hashida, T., Arimochi, K., and Konda, N., 2000, “Local Approach to Dynamic Fracture Toughness Evaluation,” ASTM STP 1389, Fatigue and Fracture Mechanics, Vol. 31, pp. 271-304.
21. APD-II Committee, 1999, “Procedure for Brittle Fracture Evaluation of Steel Structures Subjected to Cyclic and Dynamic Large Deformation” (in Japanese), Proc., Seminar on Brittle Fracture Incidence in Steel Framed Structures and Fracture Toughness Properties of Structural Steels, Tokyo, The Japan Welding Engineering Society, JWES-IS-9901, pp. 57-142.