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80.Nibbering I . J. Plastic deformations at notched. Doc I1WX—635—71, X—636—71.

81.Nichols R. W., Cowan A. Recomended techniques for frac­ ture toughness testing. Doc. I1WX—614—71.

82.Orwan E. Energy criteria of fracture. «Welding Journal*, 1955, N 3.

83.Practical fracture mechanics for structural steel. London, United Kingdom. «Atomic Energy Authority*, 1969.

84.Proceedings of International Conference of fracture. Japan, Kyoto, 1965, vol. 1.

85.Proceedings of the first Japan Congress on testing Malerials. Japan, Kyoto, 1958.

. 86. Proceedings of the second International Conference on frac­ ture. Bighton, 1969.

87.Proceedings of the seventh Japan Congress on testing ma­ terials. Japan, Kyoto, 1964.

88.Radon I . R., Turner С. E. Fracture toughness measurements by instrumented impact test. «Engineering Fracture Media­ tes*, 1969, vol. 1, N 3.

89.Robertson T. S. Propagation of brittle fracture of steel.

eJournal of the Iron and steel Institute*, 1953, N 12.

90.Rokke D. P. Width corrections in fracture mechanics. «Engineering Fracture AAechanics*, 1970, vol. I , N 4.

91.Sih G. C, Irwin G. R. Dynamic analysis for two — dimen­ sional multiple crack division. «Engineering Fracture Me­ chanics*, 1970, vol. 1, N 4.

92.Swedlow I . L. Initial comparisons between experiment and theory of the strain fields in a cracked copper plate. «Interna'tional Journal of Fracture Mechanics*, 1969, N 1.

93.Underwood J. H., Kendall D. P Measurement of microscopic plastic strain distributions in (lie region of a cracl; tip. «Experimental Mechanics*, 1969, N 9.

94.Van den Blink W. P., Nibbering I . J. W. Proposal for the testing of weld metal from the viewpoint, of brittle briltl; fraclure initiation. Doc. IIWX—461—68.

95.Van der Sluys W. A. Mechanisms of environment inducld subcritical flaw growth in Alsi 4340 steel. -^Engineering Fracture Mechanics*, 1969, vol. 1, N 3.

96.Wells A. A. Crack opening displacements from elasticplastic analyses of externally notched tension bars. «Engineering Fracture Mechanics*, 1969, vol. 1, N 3.

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