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Table 2 Reinforcement properties.

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

Reinf. type

Type

\(d_{s}\)

\(d_{p}\)*

(mm)

\(E_{s}\)

\(E_{p}\)

(GPa)

\(f_{ym}\)

\(f_{p0.1m}\)

(MPa)

\(f_{tm}\)

\(f_{pm}\)

(MPa)

\(\epsilon _{su}\)

\(\epsilon _{pu}\)

(\(\%\))

Top prestress. reinf.

7-wire

9.3

198.0

1737

1930

5.20

Bot. prestress. reinf.

7-wire

12.5

198.0

1737

1930

5.20

Shear reinf.

Cold worked

6.0

210.0

608

636

2.73

Splitting reinf.

Cold worked

8.0

203.0

542

603

5.97

  1. * Subscript p and s denote properties of prestressing and conventional reinforcement types, respectively.