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Table 14 Estimation of the Indirect tensile strength (ITS) value using the Reduced model in Eq. (10) and data from Table 12.

From: Brazilian Test of Concrete Specimens Subjected to Different Loading Geometries: Review and New Insights

D

t

α

f c

c

m

m × f c

ITS = c + m × f c

1

−1

−1

−1

3.5626

0.3036

−0.3036

3.2590

−1

−1

1

−1

4.3744

0.4878

−0.4878

3.8866

−1

1

−1

−1

3.3996

0.1548

−0.1548

3.2448

−1

1

1

−1

3.8558

0.0294

0.0294

3.8852

1

−1

−1

−1

3.3502

0.6546

−0.6546

2.6956

1

−1

1

−1

4.1620

0.8388

−0.8388

3.3232

1

1

−1

−1

3.1872

0.5058

−0.5058

2.6814

1

1

1

−1

3.6434

0.3216

−0.3216

3.3218

−1

−1

−1

1

3.5626

0.3036

0.3036

3.8662

−1

−1

1

1

4.3744

0.4878

0.4878

4.8622

−1

1

−1

1

3.3996

0.1548

0.1548

3.5544

−1

1

1

1

3.8558

0.0294

−0.0294

3.8264

1

−1

−1

1

3.3502

0.6546

0.6546

4.0048

1

−1

1

1

4.1620

0.8388

0.8388

5.0008

1

1

−1

1

3.1872

0.5058

0.5058

3.6930

1

1

1

1

3.6434

0.3216

0.3216

3.9650

  1. Bold letters are commented in text.