Multi-scale polypropylene fiber concrete has been put into use in the enhancement of structures such as bridges, wharfs, and road surfaces. This paper makes experimental study on the cube compressive strength of polypropylene fiber concrete with different slenderness ratios, and studies its improvement of the cubic compressive strength of concrete through mixed admixture of polypropylene fibers with different degrees of thicknesses. The experimental results show that: the cubic compressive strength of the concrete improved by 6.2-13.7% with single and mixed admixtures of polypropylene fibers. In addition, this paper builds on previous studies to establish a damage constitutive model of multi-scale polypropylene fiber concrete under compression, studies its application in the secondary development of FLAC 3D software, and makes numerical simulation based on the developed model, whose calculation results accorded with the test date very well.
KeywordsMulti-scale polypropylene fiber concrete, cubic compressive strength experiment, damage constitutive model, secondary development
PrefaceThe earliest study on polypropylene fiber concrete can be traced back to the early 1960s, Goldfein 1 found that an admixture of polypropylene fiber with a volume fraction of 0.5% in concrete can enhance the tenacity and shock resistance of concrete, proposed the use of polypropylene fiber as an admixture in concrete to increase explosion protection structure, for the first engineering application of polypropylene fiber concrete.Ramakrishnan 2-4 and Gopalratnam et al. 5 studied the properties of beam-shaped polypropylene fiber concrete and found that compressive strength of the polypropylene fiber concrete was only improved by a slight degree, with the increasement of fiber contents, cracks were more able to absorb energy in later stages. The tenacity index of the concrete was equal to that of normal concrete when the fiber content reached 0.949 kg/m 3 , when the fiber content increased to two times, the tenacity index was 7.8, when the fiber content increased to three times, the tenacity index was increased to 11.7. The fatigue strength improved by 15-18% compared to that of normal concrete.Song et al. 6 made experimental study on the physical and mechanical properties of the concrete with the admixture of polypropylene fiber and they found that: an admixture of polypropylene fiber improved compressive strength, rupture resistance, splitting tensile