Dear all:
I recently find an example in ABAQUS documentation cannont convergence.
The parametres related with the iteration of the Risk method is
arc length initial increment minmum increment maximum increment maximum number
1 0.0001 1E-10 1E+36 100000
The location of the exmaple in ABAQUS documentation is Abaqus Example Problems Manual->1 Static Stress/Displacement Analyses->1.1 Static and quasi-static stress analyses-> 1.1.5Collapse of a concrete slab
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