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Corrosion II: Protection Methods

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Reinforcing rod Concrete static 0.1-0.5 mA/ft2 ... hot-dipping. vapor deposition. Protection Methods. 4. Coatings. B. Organic. Corrosion Protection ... – PowerPoint PPT presentation

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Title: Corrosion II: Protection Methods


1
Corrosion II / Objectives
  • Define activation polarization and concentration
    polarization.

2
Corrosion II / Objectives
  • Define activation polarization and concentration
    polarization.
  • Explain galvanic corrosion.

3
Corrosion II / Objectives
  • Define activation polarization and concentration
    polarization.
  • Explain galvanic corrosion.
  • Describe basic general rules for good corrosion
    preventing design.

4
Corrosion II / Objectives
  • Define activation polarization and concentration
    polarization.
  • Explain galvanic corrosion.
  • Describe basic general rules for good corrosion
    preventing design.
  • Calculate the cell potential for a redox pair.

5
Corrosion II Protection Methods
  • Material Selection
  • Inhibitors
  • - Remove oxidizing agents
  • - Interfere with a step in activation

6
Protection Methods
  • 3. Cathodic Anodic Protection supply
    electrons to structure to be protected
  • a. External power supply

7
Protection Methods
  • Cathodic Anodic Protection supply electrons
    to structure to be protected
  • b. Galvanic coupling (sacrificial anode)

8
Anode Consumption/Current
  • Anode Current capacity (lb/A-year)
  • Mg 18
  • Zn 25
  • Al-Sn 16-20

9
Anode Consumption/Current
Required Currents Structure
Media Velocity Current Pipeline
Fresh water flowing 5-10 mA/ft2 Piling
Salt water tidal 6-8 mA/ft2
Reinforcing rod Concrete static 0.1-0.5
mA/ft2 In general polarize to a potential of
0.85 volts with respect to copper/copper sulfate
reference electrode.
10
Protection Methods
4. Coatings A. Metallic Often dual
function cladding flame spraying electro-dep
osition hot-dipping vapor deposition
11
Protection Methods
4. Coatings B. Organic
12
Corrosion Protection
  • Weld rather than rivet

13
Corrosion Protection
  • Weld rather than rivet
  • Containers should be designed for easy draining

14
Corrosion Protection
  • Weld rather than rivet
  • Containers should be designed for easy draining
  • Design for easy replacement of expected failures

15
Corrosion Protection
  • Weld rather than rivet
  • Containers should be designed for easy draining
  • Design for easy replacement of expected failures
  • Avoid stresses in corrosion exposed components

16
Corrosion Protection
  • Weld rather than rivet
  • Containers should be designed for easy draining
  • Design for easy replacement of expected failures
  • Avoid stresses in corrosion exposed components
  • Avoid electrical contact between dissimilar
    materials

17
Corrosion Protection
  • Weld rather than rivet
  • Containers should be designed for easy draining
  • Design for easy replacement of expected failures
  • Avoid stresses in corrosion exposed components
  • Avoid electrical contact between dissimilar
    materials
  • Avoid heterogeneity (metals, vapor spaces, heat,
    stress)
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