Skip to main content

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.