This study explores key computational issues that affect analyses employing
the computational cell methodology to predict crack growth in ductile meta
ls caused by void growth and coalescence. These issues - computational load
step size, procedures to remove cells with high porosity from the analysis
, and the porosity for cell deletion can adversely affect predicted crack g
rowth resistance (Ii) curves and/or hinder convergence of both local consti
tutive and global iterative computations. Strain increments generated by la
rge computational load steps introduce errors in the predicted peak stress
of computational cells and prevent convergence of stress updates for the Gu
rson-Tvergaard constitutive model. An adaptive load control algorithm, whic
h limits the maximum porosity over a load step, eliminates this problem. Th
e delayed release of remaining forces in newly deleted cells elements eleva
tes the stress triaxiality and thus artificially accelerates the rate of cr
ack extension. The release of cell forces using a traction-separation model
minimizes this effect while maintaining good numerical convergence of the
solutions. Crack growth analyses for a moderate strength steel demonstrate
that critical porosity values (f(E)) between 0.1 and 0.2 show almost no eff
ect on predicted R-curves, while both larger and smaller values lead to low
J-Delta a curves, Finally, a parametric study indicates that specimens of
low-hardening materials and specimens with high crack-front constraint show
a stronger influence of large computational load steps and the delayed rel
ease of cell forces. Use of the adaptive load control algorithm and the tra
ction-separation model with the controlling parameters described here, mini
mize numerical effects on predicted R-curves. (C) 2000 Elsevier Science Ltd
. All rights reserved.