This paper extends the standard rotating crack (RC) model to a formula
tion with multiple orthogonal cracks. The corresponding stress evaluat
ion algorithm is described, and a derivation of the tangent stiffness
matrix is presented. The derivation is extended to the case of equal p
rincipal strains, in which the classical formula for the tangent shear
modulus fails. A condition excluding snapback of the stress-strain di
agram for an arbitrary loading path is derived. Attention then shifts
to stress locking, meaning here spurious stress transfer across widely
opening cracks. The problem is illustrated by numerical examples. The
mechanism of stress transfer is thoroughly analyzed, and the source o
f locking is detected. A remedy and extension of the model to a nonloc
al formulation is described in a separate paper.