Journal
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
Volume 204, Issue -, Pages -Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.jcsr.2023.107852
Keywords
S690 high-strength steel; Ductile fracture; Hosford-Coulomb model; Stress triaxiality; Lode angle parameter; Strain rate
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This study investigates the stress-state and strain-rate dependent ductile fracture initiation property of S690 high-strength steel through experiments and simulations. Various types of specimens are tested, and the Cowper-Symonds-type rate correction term is considered in the yield function and ductile fracture initiation locus. Linear and non-linear damage accumulation evolutions are discussed for different loading conditions. The proposed stress-state and strain-rate dependent ductile fracture model is validated through a hybrid experimental and numerical approach.
The stress-state and strain-rate dependent ductile fracture initiation property of S690 high-strength steel is investigated in this study through experiments and simulations. A total of 14 specimens, including uniaxial tension, notched tension, central hole, plane strain, and in-plane pure shear specimens, are tested in the experimental programme. The Cowper-Symonds-type rate correction term is considered in the yield function and the three-dimensional ductile fracture initiation locus. Linear and non-linear damage accumulation evolution laws are discussed for specimens under various degrees of non-proportional loading. The extended model with the damage evolution is implemented in a user-defined material subroutine, VUMAT, and applied to the nu-merical simulations. A hybrid experimental and numerical approach is adopted to calibrate the key parameters. Then, a stress-state and strain-rate dependent ductile fracture model of S690 high-strength steel is proposed and validated in this study.
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