Title of article :
MIXED MODE FRACTURE IN REINFORCED CONCRETE WITH LOW VOLUME FRACTION OF STEEL FIBERS
Author/Authors :
Kazemi, M.T. sharif university of technology - Department of Civil Engineering, تهران, ايران , Zakeri, I. sharif university of technology - Department of Civil Engineering, تهران, ايران , Vossoughi Shahvari, F. University of California Berkeley - Department of Civil Engineering, U.S.A.
Abstract :
An investigation into the mixed mode fracture of steel fiber reinforced concrete (SFRC)beams with one percent volume fraction of steel fiber is presented. A series of notched beams withdifferent notch depths and locations are tested under three-point bending. The test results for apparentfracture toughness, crack trajectories, and fracture energy are presented. The crack paths for SFRC and plain concrete beams are compared. The apparent fracture toughness values were more cattered for SFRC than for plain concrete. The load-deflection curves were used to obtain the fracture energy. To this end, two methods were utilized for center notched beams, and the results were comparable toeach other. It is observed that fracture energy is a more reliable material property than apparent fracture toughness, and its scatter is less.
Keywords :
Steel Fiber Reinforced Concrete , Stress Intensity Factor , Mixed Mode , Fracture Energy , Crack Trajectory
Journal title :
International Journal of Engineering
Journal title :
International Journal of Engineering
