Advances in Civil Engineering

Research Article

Research on the Dynamic Mechanical Properties and Constitutive Models of Steel Fiber Reinforced Concrete and Polypropylene Fiber Reinforced Concrete

Table 2

Test conditions of cylindrical specimens.
Specimen number (mm/s)
a-n-10.03045
a-n-21.1004
a-n-32.52
a-n-49.45
a-n-521
b-p-10.03045
b-p-21.1004
b-p-32.52
b-p-49.45
b-p-521
c-p-10.03045
c-p-21.1004
c-p-32.52
c-p-49.45
c-p-521
d-p-10.03045
d-p-21.1004
d-p-32.52
d-p-49.45
d-p-521
e-s-10.03045
e-s-21.1004
e-s-32.52
e-s-49.45
e-s-521
f-s-10.03045
f-s-21.1004
f-s-32.52
f-s-49.45
f-s-521
g-s-10.03045
g-s-21.1004
g-s-32.52
g-s-49.45
g-s-521
Note: a, b, c, d, e, f, and g represent 0, 0.6, 0.9, 1.2, 60, 80, and 100 kg/m3 of fiber content, respectively. n, p, and s represent plain concrete, PFRC, and SFRC, respectively. represents loading rate. The displacement loading rates of 0.03045 mm/s, 1.1004 mm/s, 2.52 mm/s, 9.45 mm/s, and 21 mm/s, respectively, correspond to 1.45 × 10−4/s, 5.24 × 10−3/s, 1.2 × 10−2/s, 0.45 × 10−1/s, and 0.1/s.