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Table 1 Materials, methods, and mix parameters for experimental investigation.

From: Study on Early-Age Elastic Modulus of FRC Using Electrical Resistivity and Resonance Frequency

Testing

Mechanical property evaluated

Modulus of elasticity

Nondestructive methods

Electrical resistivity and resonance frequency

Materials

Portland cement

Cement type I/II

Maximum coarse aggregate size

0.1875 inch (4.7625 mm)

Fiber types investigated

Polypropylene, nylon, glass, and steel

Cylindrical molds

4-inch × 8-inch (100 × 200 mm)

Mixture parameters

Vf (%)

0.5, 0.75, and 1.0

w/c ratio

0.40, 0.45, and 0.50

Curing (days)

1,3,7, and 28