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Fig. 14. Tensile straining phase image sequence until fracture initiation detection of the plane strain block FE simulation compressed at −70%. The top row contour plots show the normalised major principal stresses σI/σ0, while the bottom row depicts binary contours of the failure indicator.
FROM:
Borja Erice, María Jesús Pérez-Martín, Martin Kristoffersen, David Morin, Tore Borvik and Odd Sture Hopperstad,
“Fracture mechanisms in largely strained solids due to surface instabilities”, International Journal of Solids and Structures, Vol. 199, pp 190-202, 15 August 2020, https://doi.org/10.1016/j.ijsolstr.2020.04.008
ABSTRACT: The effect of self-contacting surface defects generated by largely compressing metals on the ductile-to-brittle transition observed in metallic structures is investigated. In order to analyse such an effect, a finite element model of a half-space plane-strain material block with an imperfection was subjected to different levels of compression followed by reverse tensile straining. Experimentally validated associative J2 and porous plasticity models were used to describe the mechanical response of the pipeline steel employed as a baseline material for this investigation. Both models predicted onset of creasing at compressive strains of around 70%. To ascertain whether the creases created large and sharp enough defects to trigger the ductile-to-brittle transition during the tensile straining phase, a bifurcation analysis implemented within a user material subroutine was used as fracture initiation indicator. This confirmed that at compressive strains above 70% the self-contact defect acted as a crack during the tensile straining phase.
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