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Design for Service Life, Bridge Birth Certificate & Concrete ...

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Chloride Induced Corrosion Models<br />

Fick’s 2 nd Law Models Time to Initiate Corrosion in<br />

Uncracked <strong>Concrete</strong><br />

C crit Cx ( covt , ) C o ( C s , Δx − C o )<br />

⎛ ⎛ cov − Δx ⎞⎞<br />

+<br />

⋅⎜<br />

1 − erf⎜<br />

⎟⎟<br />

⎝ ⎝ 2⋅<br />

D app , C ⋅t<br />

⎠⎠<br />

C(x,t)<br />

erf<br />

C crit<br />

C o<br />

C s,Δx<br />

cov<br />

D app,C<br />

Chloride concentration at depth & time<br />

Mathematical error function<br />

Critical chloride content (to initiate corrosion)<br />

Initial chloride content of the concrete<br />

Chloride concentration at surface or depth Δx<br />

Depth of concrete cover<br />

Apparent coefficient of chloride diffusion in<br />

concrete (permeability)<br />

28

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