Research Article

The Effects of Fiber Length and Volume on Material Properties and Crack Resistance of Basalt Fiber Reinforced Concrete (BFRC)

Table 3

Test matrix.

Specimen typeConcrete design (CS) (MPa)Fiber typeFiber length (mm)Fiber volume (%)Test contents

PC3030No fiberN/A0S, CS, ST, FS, AC
PC4040No fiberN/A0CS
BF 30-12-0.07530BF120.075ST, FS
BF 30-12-0.1030BF120.10S, CS, ST, FS
BF 30-12-0.1530BF120.15S, CS, ST, FS
BF 30-12-0.2030BF120.20S, CS, ST, FS
BF 30-12-0.2530BF120.25S, CS, ST, FS
BF 30-12-0.3030BF120.30S, CS, ST, FS
BF 30-12-0.4030BF120.40S, CS, ST,
BF 30-24-0.07530BF240.075CS, ST, FS
BF 30-24-0.1030BF240.10CS, ST, FS
BF 30-24-0.1530BF240.15S, CS, ST, FS
BF 30-24-0.2030BF240.20CS, ST, FS
BF 30-24-0.2530BF240.25CS, ST, FS
BF 30-24-0.3030BF240.30CS, ST, FS
BF 30-24-0.4030BF240.40CS, ST
BF 40-12-0.07540BF120.075CS
BF 40-12-0.1040BF120.10CS
BF 40-12-0.1540BF120.15CS
BF 40-12-0.2040BF120.20CS
BF 40-12-0.2540BF120.25CS
BF 40-12-0.3040BF120.30CS
BF 40-12-0.4040BF120.40CS
BF 40-24-0.07540BF240.075CS
BF 40-24-0.1040BF240.10CS
BF 40-24-0.1540BF240.15CS
BF 40-24-0.2040BF240.20CS
BF 40-24-0.2540BF240.25CS
BF 40-24-0.3040BF240.30CS
BF 40-24-0.4040BF240.40CS
BF 30-12-0.0530BF120.05S, AC
BF 30-18-0.0530BF180.05AC
BF 30-24-0.0530BF240.05AC
BF 30-30-0.0530BF300.05AC
BF 30-36-0.0530BF360.05AC
BF 30-18-0.07530BF180.075CS
BF 30-30-0.07530BF300.075CS
BF 30-36-0.07530BF360.075CS
BF 30-18-0.1030BF180.10CS, ST, FS, AC
BF 30-30-0.1030BF300.10CS, ST, FS
BF 30-36-0.1030BF360.10CS, ST, FS
BF 30-18-0.1530BF180.15S, ST, FS, AC
BF 30-30-0.1530BF300.15S, ST, FS
BF 30-36-0.1530BF360.15S, ST, FS
BF 40-18-0.07540BF180.075CS
BF 40-30-0.07540BF300.075CS
BF 40-36-0.07540BF360.075CS
BF 40-18-0.1040BF180.10CS
BF 40-30-0.1040BF300.10CS
BF 40-36-0.1040BF360.10CS
BF 40-18-0.0540BF180.05AC
BF 50-18-0.0550BF180.05AC

Note. S, slump test; CS, compressive strength test; FS, flexural strength test; ST, splitting tensile strength test; AC, anti-dry-shrinkage cracking test.