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Table 1 Concrete material properties for reported specimens.

From: The Use of Advanced Optical Measurement Methods for the Mechanical Analysis of Shear Deficient Prestressed Concrete Members

Specimens

\(f_{cm,cube}\)

(MPa)

(\(\#\)*, s**)

\(f_{cm}\)

(MPa)

(\(\#\), s)

\(E_{cm}\)

(GPa)

(\(\#\), s)

\(f_{ctm,fl}\)

(MPa)

(\(\#\), s)

Age (days)

B101-B103

87.1 (8, 6.8)

77.5 (5, 10.7)

43.4 (3, 2.3)

5.8 (6, 0.6)

28-233-393

B104-B106

82.8 (9, 10.5)

88.9 (6, 10.2)

43.5 (6, 8.0)

6.5 (6, 1.0)

412-404-407

B107-B109

74.6 (9, 9.6)

89.3 (6, 14.2)

42.2 (6, 4.6)

5.7 (6, 1.1)

428-424-412

  1. * Number of tested specimens, ** Standard deviation.