论文信息 - Tensile properties of synthetic fiber reinforced mortar

Tensile properties of synthetic fiber reinforced mortar

Abstract This paper reports on an experimental study of synthetic fiber reinforced mortar. The fibers used included aramid, high-strength high-modulus polyethylene, and polypropylene, and they were randomly mixed in the matrix at volume fractions below 3%. Tensile properties of the composites were measured by the direct tensile test under both monotonic and cyclic loading. Workability and the drying shrinkage of the composites are also reported.

[1] Victor C. Li,et al. Effect of inclining angle, bundling and surface treatment on synthetic fibre pull-out from a cement matrix , 1990 .

[2] R. J. Gray,et al. The influence of fibre-matrix interfacial bond strength on the mechanical properties of steel fibre reinforced mortars , 1987 .

[3] T. Ohigashi. Fracture energy of glass fiber reinforced cement composites: Method of determination , 1984 .

[4] Arne Hillerborg,et al. Analysis of fracture by means of the fictitious crack model, particularly for fibre reinforced concrete , 1980 .

[5] V. Li,et al. Fracture processes in concrete and fiber reinforced cementitious composites , 1986 .

[6] Youjiang Wang,et al. Mechanics of fiber reinforced cementitious composites , 1989 .

[7] H. W. Reinhardt,et al. STRAIN RATE EFFECTS ON STEEL FIBRE CONCRETE IN UNIAXIAL TENSION , 1987 .

[8] R. Swamy,et al. INFLUENCE OF FIBER REINFORCEMENT ON RESTRAINED SHRINKAGE AND CRACKING , 1979 .

[9] V. S. Gopalaratnam,et al. Tensile Failure of Steel Fiber‐Reinforced Mortar , 1987 .

[10] G. Garrett,et al. A comparative study of the static and fatigue behaviour of plain and steel fibre reinforced mortar in compression and direct tension , 1981 .