Report Corrosion of steel in concrete


THE SILESIAN UNIVERSITY OF TECHNOLOGY

DEPARTMENT OF CIVIL ENGINEERING

REPORT

Corrosion of Steel in Concrete

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0x08 graphic


Person

Group

Semestr

Date

1. Maciej Pilch

C

I

20 X 08r.

2. Zofia Oślizło

3. Krzysztof Konopna

4. Paweł Melaniuk

1. Examined metal: stainless steal, density: 0x01 graphic
, area: 0x01 graphic

2. Corrosion environment:

Solution A: sulfuric acid 0x01 graphic
0x01 graphic

Solution B: lime water 0x01 graphic

3. Measure performance:

Item

No

Sample characteristics

Corrosion rate calculation

Exposure time T [min]

Sample mass

Mass loss WL: [g/m2*day]

Corrosion rate CR [mm/year]

Mass before test mb [g]

Mass after test ma [g]

Mass difference W [g]

1.

8

15

6,6881

6,6819

0,0062

0,0161

0,0460

2.

33

15

5,5184

5,5087

0,0097

0,0253

0,0719

3.

14

30

5,5551

5,539

0,0161

0,0839

0,2387

4.

47

30

6,2793

6,2636

0,0157

0,0818

0,2328

5.

18

45

5,7433

5,7159

0,0274

0,2141

0,6094

6.

61

45

5,2668

5,2534

0,0134

0,1047

0,2980

7.

5

60

6,1985

6,1719

0,0266

0,2771

0,7889

8.

43

60

6,3797

6,3439

0,0358

0,3729

1,0617

9.

19

60

5,9887

5,9891

-0,0004

-0,0042

-0,0119

10.

24

60

5,2122

5,2125

-0,0003

-0,0031

-0,0089

4. Prepare chart:

To prepare those diagrams we need additional table with some average values of samples taken out in the same time. This table will be the base for our diagrams:

No

Item

Exposure time T [min]

Average mass difference [g]

Average mass loss [g/m2*day]

Average corrosion rate [mm/year]

1.

8, 33

15

0,0080

0,0207

0,0589

2.

14, 47

30

0,0159

0,0828

0,2358

3.

18, 61

45

0,0204

0,1594

0,4537

4.

5, 43

60

0,0312

0,3250

0,9253

5.

19, 24

60

-0,0004

-0,0036

-0,0104

1. W = f(T)

0x01 graphic

2. WL = f(T)

0x01 graphic

3. CR = f(T)

0x01 graphic

5. Conclusions

- Acid environment foster corrosion, significant difference in mass was discovered among samples placed in sulphuric acid solution.

- Alkaline environment protect metal against corrosion, no significant difference in mass was discovered among samples placed in lime water solution.

- Acid rains and contaminated environment can limit lifetime of rebars, and other metal structures

- Corrosion of metal outcome gradually, its tempo is unstable, firstly it's relatively slow, but when metal pore solution pH is nearly neutral, it's starting to increase.

4

Date of laboratory practise: 20.10.08

Lecturer: mgr inż. Anna Kowalik



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