Hello,
I'm assembling a global finite element stiffness matrix and using the DMPlexMatSetClosure command in fortran. Long ago, in the past, I've used to set the section input parameters to PETSC_NULL_OBJECT. That now returns an error -- no implicit type -- during compilation. Looking at the defined null objects for fortran I don't see a section option. What should I use to invoke the default sections? Hope this makes sense. Thanks! Justin
