Skip to main content
International Journal of Concrete Structures and Materials

Table 1 Properties of deteriorated test specimens.

From: Seismic Performance Assessment of Deteriorated Two-Span Reinforced Concrete Bridges

Specimen

Days

Corrosion penetration

Tensile bars

Compressive bars

111

–

–

–

114

117

0.45

0.52

115

101

0.36

0.26

  1. \({f}_{ck}\)= 50 MPa
  2. \(\Phi 6 {f}_{sy}\)= 626 MPa; \(\Phi 8 {f}_{sy}\)= 615 MPa; \(\Phi 10 {f}_{sy}\)= 575 MPa.
Back to article page