TY - JOUR
T1 - The finite element analysis of deformation and stress triaxiality of a mixed I + II mode elastic-plastic crack tip
AU - Jiangbo, Sha
AU - Jun, Sun
AU - Zengjie, Deng
AU - Huijue, Zhou
PY - 1997
Y1 - 1997
N2 - The deformation and distribution of stress triaxiality σm/σ of mixed I + II mode elastic-plastic cracks under plane strain and plane stress conditions were analysed by the large strain finite element method and were compared with the HRR field. The results show that, (1) the model of crack-tip deformation under mixed I + II mode loading is sharpening-blunting, the sharpening and blunting deformation is acted on by compressive stress (σm/σ < 0) and tensile stress (σm/σ > 0), respectively; (2) in the plane strain case, the (σm/σ)max of the real crack tip decreases with an increase of mode II component, but increases with an increasing strain hardening n for every mixed ratio. For the loading of KI/KII > 0.5, the (σm/σ)max value of the real crack tip is less than that of the (σm/σ)max given by the HRR field, but the opposite holds true in cases where KI/KII < 0.5; (3) in the plane stress case, the (σm/σ)max decreases a few values with an increasing mode II component, the values of (σm/σ)max of every mixed ratio are far less than these of the corresponding loading condition in the plane strain case. In the plane stress case, the (σm/σ)max values of every mixed ratio for any strain hardening exponent n are almost constant.
AB - The deformation and distribution of stress triaxiality σm/σ of mixed I + II mode elastic-plastic cracks under plane strain and plane stress conditions were analysed by the large strain finite element method and were compared with the HRR field. The results show that, (1) the model of crack-tip deformation under mixed I + II mode loading is sharpening-blunting, the sharpening and blunting deformation is acted on by compressive stress (σm/σ < 0) and tensile stress (σm/σ > 0), respectively; (2) in the plane strain case, the (σm/σ)max of the real crack tip decreases with an increase of mode II component, but increases with an increasing strain hardening n for every mixed ratio. For the loading of KI/KII > 0.5, the (σm/σ)max value of the real crack tip is less than that of the (σm/σ)max given by the HRR field, but the opposite holds true in cases where KI/KII < 0.5; (3) in the plane stress case, the (σm/σ)max decreases a few values with an increasing mode II component, the values of (σm/σ)max of every mixed ratio are far less than these of the corresponding loading condition in the plane strain case. In the plane stress case, the (σm/σ)max values of every mixed ratio for any strain hardening exponent n are almost constant.
KW - Deformation
KW - Finite element method
KW - Mixed mode I + II loading
KW - Stress triaxiality
UR - https://www.scopus.com/pages/publications/0031392417
U2 - 10.1023/A:1007424712501
DO - 10.1023/A:1007424712501
M3 - 文章
AN - SCOPUS:0031392417
SN - 0376-9429
VL - 87
SP - 47
EP - 58
JO - International Journal of Fracture
JF - International Journal of Fracture
IS - 1
ER -