Article ID Journal Published Year Pages File Type
277108 International Journal of Solids and Structures 2016 16 Pages PDF
Abstract

Based on dimensionless load separation principle, the normalization method for estimating J-resistance curves of CIET specimen for ductile materials has been developed. Experiments of ductile crack growth resistance on a typical pressure vessel steel SA-508 are conducted by using CT, SEB and CIET specimens. The resulted J-resistance curves show outstanding influence by load configuration and specimen dimensions. J-Q-M and J-A2-M approaches are introduced to quantify the crack front constraint of the three types of specimens. According to finite element analyses (FEA) under plane strain and 3D conditions, the distance-independent constraint parameters are calibrated by matching the FEA results with the J-Q-M and J-A2-M solutions using weight average method. The analyses show that the parameters of Q and A2 are load-independent under plane strain condition, but under 3D condition, the J-A2-M approach is incapable of characterizing the stress and deformation fields ahead of crack front of CIET specimen for SA-508 steel, and the parameter Q   is no longer load-independent. Because of different crack front constraint, the CIET specimen with B=10B=10 mm, a0=5.8a0=5.8 mm gets the lowest fracture resistance while the SEB specimen with B=20B=20 mm, a0=11a0=11 mm and the CT specimen with B=15 mm, a0=29a0=29 mm obtain the highest fracture resistance for SA-508 steel. The size requirements of J-Q-M dominance for each used CIET, CT and SEB specimens are got. Finally, the constraint-modified J-resistance curves of SA-508 steel based on J-Q-M approach are constructed to predict the crack growth resistance for any fracture specimens or actual flawed structures.

Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
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