A Numerical Study on the Influence of Bolt Corrosion on the Long-Term Behavior of Steel–Concrete Composite Beams

Figure 12

Contour plot of the simulated deflection of the loaded specimens (using the defined modulus method (DMM)). (a) Deflection of the loaded specimen at a 7-day age (corrosion rate: 7.03%, SCB-8). (b) Deflection of the loaded specimen at a 7-day age (corrosion rate: 5.08%, SCB-7). (c) Deflection of the loaded specimen at a 28-day age (corrosion rate: 6.25%, SCB-10).

(a)

(b)

(c)