No, this isn't the case. The paper that this numerical example for this tutorial is based on defines the pressure as being applied on the reference configuration, and so neither the normal nor area upon which it is applied evolve (even though the load itself is increased over several load steps). I can only suggest that one look at the paper to confirm the setup:
S. Reese, P. Wriggers, B.D. Reddy (2000), A new locking-free brick
element technique for large deformation problems in elasticity,
Computers and Structures ,
75 , 291-304. DOI:
10.1016/S0045-7949(99)00137-6
But you are right in that one would require a (non-symmetric) linearisation term to compute a consistent tangent matrix if there was a follower load.
I hope that this helps.
Best,
Jean-Paul