Abstract This study investigates the effects of loading rate on parameters of the Weibull stress model for prediction of cleavage fracture in a low strength, strongly rate-sensitive A515-70 pressure vessel steel. Based on measured, dynamic fracture toughness data from deep- and shallow-cracked SE(B) specimens, the calibrated Weibull modulus ( m ) at K ˙ I = 22 . 5 MPa m / s shows little difference from the value calibrated previously using static toughness data. This newly obtained result supports the hypothesis in an earlier study [Gao X, Dodds RH, Tregoning RL, Joyce JA. Weibull stress model for cleavage fracture under high-rate loading. Fatigue Fract Engng Mater Struct 2001;24:551–64] that the Weibull modulus likely remains rate independent for this material over the range of low-to-moderate loading rates. Additional experimental and computational results for higher rates show that a constant m -value remains applicable up to the maximum loading rate imposed in the testing program ( K ˙ I ≈ 2200 MPa m / s ) . Rate dependencies of the scale parameter ( σ u ) and the threshold parameter ( σ w-min ) are computed using the calibrated m , and the results indicate that σ u decreases and σ w-min increases with higher loading rates. The predicted cumulative probability for cleavage fracture exhibits a strong sensitivity to small changes in σ u . Consequently, σ u must be calibrated using dynamic fracture toughness data at each loading rate of interest in an application or selected to make the Weibull stress model predict a dynamic master curve of macroscopic toughness for the material.
[1]
K. Wallin.
Optimized estimation of the Weibull distribution parameters
,
1989
.
[2]
Kim Wallin,et al.
The master curve method: a new concept for brittle fracture
,
1999
.
[3]
F. Mudry,et al.
A local approach to cleavage fracture
,
1987
.
[4]
Robert H. Dodds,et al.
Calibration of the Weibull stress scale parameter, σu, using the Master Curve
,
2004
.
[5]
A. Pineau,et al.
A local criterion for cleavage fracture of a nuclear pressure vessel steel
,
1983
.
[6]
Robert H. Dodds,et al.
Coupling of the Weibull stress model and macroscale models to predict cleavage fracture
,
2004
.
[7]
Gao,et al.
A Weibull stress model to predict cleavage fracture in plates containing surface cracks
,
1999
.
[8]
Robert H. Dodds,et al.
Weibull stress model for cleavage fracture under high‐rate loading
,
2001
.
[9]
Claudio Ruggieri,et al.
Calibration of Weibull stress parameters using fracture toughness data
,
1998
.