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REVIEW OF PREVIOUS WORK
OBJECT AND SCOPE OF INVESTIGATION
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average fiber lengths average fiber spacing axial compression beam bond cracks cement coarse aggregate compressive strength concrete in axial concrete specimens loaded curve in axial demagnetized fibers ductility externally-vibrated factor and average fiber concrete specimens fiber content fiber cut surfaces fiber orientation study fiber reinforced concrete hand-rodded specimen hardened matrix horizontal slices Hydrostone in/in increase internal microcracking length of fibers machine method of compaction microcracking pattern microcracking study mortar and concrete mortar prisms nonloaded number of fiber orientation factor orientation of fibers peak stress plain and fiber plain concrete specimens Poisson's ratio projected length random orientation randomly Section shape shown in Figure slices cut steel fiber concrete steel fiber reinforced strain levels stress-strain characteristics stress-strain curve table-vibrated specimens Table-vibrated Table-vibrated Table-vibrated techniques Thick Slice Parallel tion Total Length ultimate load uniform distribution unit area vertical directions vertical mortar cracks vertical slices vibrated water-cement ratio xy plane zx plane