Issue 35

W. Xu et alii, Frattura ed Integrità Strutturale, 35 (2016) 481-491; DOI: 10.3221/IGF-ESIS.35.54

+ 1.391 x 10 7 + 1.276 x 10 7 + 1.161 x 10 7 + 1.047 x 10 7 + 9.316 x 10 6 + 8.168 x 10 6 + 7.019 x 10 6 + 5.870 x 10 6 + 4.721 x 10 6 + 3.572 x 10 6 + 2.423 x 10 6 + 1.275 x 10 6 + 1.257 x 10 6

(a) Corrosion rate of steel reinforcement 0

+ 1.699 x 10 7 + 1.558 x 10 7 + 1.416 x 10 7 + 1.275 x 10 7 + 1.133 x 10 6 + 9.915 x 10 6 + 8.505 x 10 6 + 7.090 x 10 6 + 5.675 x 10 6 + 4.261 x 10 6 + 2.846 x 10 6 + 1.432 x 10 6 + 1.703 x 10 6

(b) Corrosion rate of steel reinforcement 2%

+ 1.855 x 10 7 + 1.700 x 10 7 + 1.546 x 10 7 + 1.391 x 10 7 + 1.237 x 10 6 + 0.082 x 10 6 + 9.280 x 10 6 + 7.736 x 10 6 + 6.192 x 10 6 + 4.647 x 10 6 + 3.103 x 10 6 + 1.558 x 10 6 + 1.411 x 10 6

(c) Corrosion rate of steel reinforcement 5%

+ 1.631 x 10 7 + 1.495 x 10 7 + 1.359 x 10 7 + 1.223 x 10 7 + 1.088 x 10 6 + 9.519 x 10 6 + 8.161 x 10 6 + 6.804 x 10 6 + 5.447 x 10 6 + 4.089 x 10 6 + 2.732 x 10 6 + 1.375 x 10 6 + 1.703 x 10 6

(d) Corrosion rate of steel reinforcement 10%

+ 1.654 x 10 7 + 1.516 x 10 7 + 1.379 x 10 7 + 1.241 x 10 7 + 1.103 x 10 6 + 9.653 x 10 6 + 8.276 x 10 6 + 6.899 x 10 6 + 5.521 x 10 6 + 4.144 x 10 6 + 2.767 x 10 6 + 1.389 x 10 6 + 1.218 x 10 6

(e) Corrosion rate of steel reinforcement 15%

Figure 7: Nephogram of stress on joints of concrete.

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