Comparison of CTOD standards: BS 7448-Part 1 and revised ASTM E1290
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Yukito Hagihara | Yoichi Yamashita | Tetsuya Tagawa | Tsunehisa Handa | Tomoya Kawabata | Yoichi Kayamori | Mitsuru Ohata | Kazuyuki Tsutsumi | Hitoshi Yoshinari | Shuji Aihara | T. Tagawa | S. Aihara | Y. Kayamori | M. Ohata | Y. Hagihara | T. Handa | H. Yoshinari | Y. Yamashita | T. Kawabata | K. Tsutsumi
[1] Robert H. Dodds,et al. J and CTOD estimation equations for shallow cracks in single edge notch bend specimens , 1993 .
[2] Tina L. Panontin,et al. Crack tip opening displacement estimation formulae for C(T) specimens , 2000 .
[3] Tetsuya Tagawa,et al. Transformation of BS7448-CTOD to ASTM E1290-CTOD , 2010 .
[4] James A. Gianetto,et al. Fracture Toughness Testing of Pipeline Girth Welds , 2004 .
[5] Mark T. Kirk,et al. Inference equations for fracture toughness testing: Numerical analysis and experimental verification , 1997 .
[6] Robert H. Dodds,et al. Numerical investigation of 3-D constraint effects on brittle fracture in SE(B) and C(T) specimens , 1996 .
[7] Robert H. Dodds,et al. Specimen Size Requirements for Fracture Toughness Testing in the Transition Region , 1991 .
[8] Mark T. Kirk,et al. Wide Range CTOD Estimation Formulae for SE(B) Specimens , 1995 .
[9] Gustavo Henrique Bolognesi Donato,et al. Estimation Procedures for , 2006 .