J-Q AND TOUGHNESS SCALING MODEL SOLUTIONS FOR M(T), DE(T), SE(B), SE(T) AND C(T) SPECIMENS

[1] ANDERSON TL, 1991, J TEST EVAL, V19, P123, DOI 10.1520/JTE12544J

[2] A FRAMEWORK TO CORRELATE A/W RATIO EFFECTS ON ELASTIC-PLASTIC FRACTURE-TOUGHNESS (JC) [J]. INTERNATIONAL JOURNAL OF FRACTURE, 1991, 48 (01) : 1 - 22

[3] DODDS RH, 1993, INT J FRACTURE, V64, P101

[4] GULLERUD A, 1995, STRUCTURAL RES SERIE, V602

[5] HERRENS J, 1988, NISTIR883099

[6] KOPPENHOEFER K, 1994, STRUCTUREAL RES SERI, V596

[7] MIGLIN MT, 1990, ASTM STP, V1074, P238

[8] ODOWD NP, 1994, AM SOC TEST MATER, V1207, P21, DOI 10.1520/STP13698S

[9] FAMILY OF CRACK-TIP FIELDS CHARACTERIZED BY A TRIAXIALITY PARAMETER .1. STRUCTURE OF FIELDS [J]. JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 1991, 39 (08) : 989 - 1015

[10] FAMILY OF CRACK-TIP FIELDS CHARACTERIZED BY A TRIAXIALITY PARAMETER .2. FRACTURE APPLICATIONS [J]. JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 1992, 40 (05) : 939 - 963

[1] ANDERSON TL, 1991, J TEST EVAL, V19, P123, DOI 10.1520/JTE12544J

[2] A FRAMEWORK TO CORRELATE A/W RATIO EFFECTS ON ELASTIC-PLASTIC FRACTURE-TOUGHNESS (JC) [J]. INTERNATIONAL JOURNAL OF FRACTURE, 1991, 48 (01) : 1 - 22

[3] DODDS RH, 1993, INT J FRACTURE, V64, P101

[4] GULLERUD A, 1995, STRUCTURAL RES SERIE, V602

[5] HERRENS J, 1988, NISTIR883099

[6] KOPPENHOEFER K, 1994, STRUCTUREAL RES SERI, V596

[7] MIGLIN MT, 1990, ASTM STP, V1074, P238

[8] ODOWD NP, 1994, AM SOC TEST MATER, V1207, P21, DOI 10.1520/STP13698S

[9] FAMILY OF CRACK-TIP FIELDS CHARACTERIZED BY A TRIAXIALITY PARAMETER .1. STRUCTURE OF FIELDS [J]. JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 1991, 39 (08) : 989 - 1015

[10] FAMILY OF CRACK-TIP FIELDS CHARACTERIZED BY A TRIAXIALITY PARAMETER .2. FRACTURE APPLICATIONS [J]. JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 1992, 40 (05) : 939 - 963