Crack propagation in fiber reinforced composites is governed by bridgi
ng stresses provided by fibers along the crack. To predict the behavio
r of fiber reinforced structural components under general loading cond
itions (where mixed mode crack propagation is possible), the normal an
d shear stresses acting on a crack need to be obtained as a function o
f crack opening and shearing displacements. In this investigation, a m
ixed mode fiber pull-out equipment is developed to measure both the no
rmal and shearing bridging forces as a fiber is being pulled and shear
ed. With slight modifications, the setup can also be employed to study
the effect of lateral stresses on fiber pull-out. To demonstrate the
applicability of the novel equipment, pull-out tests were carried out
with steel fiber reinforced mortar specimens. Experimental results ind
icate: 1) high sensitivity of fiber pull-out behavior to lateral stres
ses; 2) dependence of both normal and shear bridging forces on crack o
pening as well as shearing displacements; and 3) dependence of crack b
ridging farces on crack opening/shearing displacement history. These e
xperimental observations provide new insights and challenges to the mi
cromechanical modeling of fiber composites.