Abstract

Abstract ASTM E3039-16, Standard Test Method for Determination of Crack-Tip-Opening Angle of Pipe Steels Using DWTT Specimens (superseded), is limited to drop-weight tear test (DWTT) specimens with thickness B in the range 6–20 mm. There is a trend in the pipeline industry toward heavier wall pipe in the range of 25-mm thickness; hence, there is a need to test thicker DWTT specimens for crack propagation resistance. To address this need, proportionally larger DWTT geometry is proposed to allow a larger steady-state region with the same analysis procedure as in ASTM E3039. To support the development of an E3039 Annex, tests of an X70 pipe steel with B = 26.8 mm were performed at quasistatic and intermediate rates. The critical crack-tip-opening angle (CTOAB/2) of 15.0° ± 1.7°, estimated according to ASTM E3039, was close to the CTOA of 14.7° measured at midthickness sections. The effect on CTOA of varying the loading rate between 5 × 10−5 m/s and 0.1 m/s was found to be negligible. Fracture surfaces of specimens interrupted during testing showed severe crack tunneling. Finite element analysis simulations of crack propagation using a damage-mechanics model were performed on standard and proportionally large DWTT specimens to derive and compare CTOAs. These results show that ASTM E3039 can be applied successfully with proportionally scaled specimens to measure CTOA for steels of thicknesses significantly larger than 20 mm.

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