Nylon, glass, aramid, steel fibers of length 12.7 to 38.1 mm
Compressive strength, Young’s modulus, split tensile strength, and density
(i) Compressive strength increases as function of density. (ii) Flexural strength is related to compressive strength (inPsi) as psi. (iii) Fiber addition increases flexural strength and ductility. (iv) Longer fibers have better effect on compressive strength.
(i) Steel fibres of 0.4 mm diameter, 1–3% (ii) Glass fibres of 12.7 mm length, 1–3%
Compressive strength, flexural strength, and split tensile strength
(i) Addition of steel fibers increases the compressive strength, whereas the addition of glass fibers decreases the compressive strength. (ii) Flexural strength of polymer concrete is observed to increase by addition of both steel and glass fibers.
Compressive strength, flexural strength, and split tensile strength
(i) Maximum compressive and flexural strength are reported at 14% resin content. (ii) Addition of glass fibers increases the flexural strength, compressive strength. (iii) Silane treatment increases the flexural strength by 25%.
(i) Flexural strength increases with increase in resin content. (ii) Addition of glass fibers is reported to enhance the strength and toughness of polymer concrete. (iii) Silane treatment of aggregate and fibers also enhanced the flexural strength.
(i) For 18% resin and 4% glass fiber content, an increase of 33% in compressive strength was reported over unreinforced polymer concrete. (ii) Failure strain and toughness increase with addition of fibers.
Steel fibers of 0.5 mm diameter and 30 mm length, 0–2% by weight
Compressive strength
(i) An optimum mix having 10% resin, 45% gravel, 32% dried sand, and 13% fly ash was reported. (ii) Polymer concrete achieves around 80% of the 28-day strength in one day. (iii) Addition of steel fibers beyond 1.3% increases the compressive strength of the specimens from 80 MPa to 100 MPa. (iv) Steel fibers also increase the ductility of the polymer concrete which results in a better postpeak behavior.
Compressive strength, tensile strength, and damping ratio
(i) Compressive strength and the failure strain are reported to increase by 40% by addition of 6% of glass fibers. (ii) Carbon fibers do not have any significant effect on the compressive properties. (iii) It was further observed that damping ratio of polymer concrete increased with addition of glass fibers and carbon fibers.
(i) Addition of fibers increases the compressive strength by 27–45% for glass fibers and 36–55% increase for carbon fibers. (ii) Ductility of polymer concrete improved with addition of fibers.
(i) Polymer concrete mix was obtained using 11% resin content, 45% coarse aggregates, 35% fine aggregates, and 11% CaCO3. (ii) It was found that flexural strength and split tensile strength increase with addition of nanoparticles.
(i) Addition of steel fibers improves the properties of polymer concrete. (ii) Compressive strength of steel fiber reinforced polymer concrete is higher than that of plain polymer concrete.
Glass fibers of 5–25 mm length, added 1 to 5% by weight
Damping
(i) Granite mix is the most important parameter controlling the damping. (ii) Highest damping is reported for mix containing 16% epoxy resin, 5% glass fibers, and granite mix having high proportion of fine aggregate.