An experimental investigation of the behaviour of fiber reinforced con
crete under cyclic flexural loading is presented. One type of polystyr
ene and two types of steel fibers in two different volume concentratio
ns are studied. Load-deflection response is obtained for constant ampl
itude fatigue loading as well as for static loading. The damage level
is recorded under static and fatigue loading using acoustic emission t
echniques. Data is presented in terms of complete load-deflection diag
rams (for static loading) and in terms of S-N diagrams (for fatigue lo
ading). Damage evolution is described in terms of acoustic emission ac
tivity as a function of deflection (static loading) or cycles (fatigue
loading). The test results show that the addition of steel fibers inc
reases the flexural fatigue strength considerably. Compared with plain
concrete the fatigue strength for 2 million cycles is changed from 60
percent to 90 percent of the ultimate flexure strength when the steel
fiber content is 1 volume percent. High fiber volume concentrations (
2 percent) further increase absolute fatigue strength; however, fatigu
e performance measured relative to the static strength is decreases co
mpared to the lower fiber volume concentration. Furthermore, the resul
ts show that the accumulated damage level at failure in the static tes
t of reinforced concrete is of the same order of magnitude as in the f
atigue testing of the same material. However, using fiber reinforced c
oncrete the accumulated damage level in fatigue testing is 1 - 2 order
of magnitude higher than the level reached in static testing of the s
ame material. Finally, the tests show that the deflection at failure o
d the fiber reinforced concrete specimens under constant stress range
fatigue loading can be predicted using the static load-deflection curv
e, provided the testing time is short enough to neglect creep effects.