- •Preface to the Second Edition
- •Preface to the First Edition
- •ACKNOWLEDGEMENTS
- •Contents
- •1.1 EXERCISES, QUESTIONS, AND PROBLEMS
- •2.1 INTRODUCTION
- •2.2 CORROSION BY LIQUIDS
- •2.2.1 Introduction
- •2.2.2 Crystalline Materials
- •Attack by Molten Glasses
- •Attack by Molten Salts
- •Electrochemical Corrosion
- •Attack by Molten Metals
- •Attack by Aqueous Media
- •2.2.3 Glasses
- •Bulk Glasses
- •Fiber Glass
- •Bioactive Glass
- •2.3 CORROSION BY GAS
- •2.3.1 Crystalline Materials
- •2.3.2 Vacuum
- •2.3.3 Glasses
- •2.4 CORROSION BY SOLID
- •2.5 SURFACE EFFECTS
- •2.5.1 Surface Charge
- •2.5.2 Porosity and Surface Area
- •2.5.3 Surface Energy
- •2.6 ACID/BASE EFFECTS
- •2.7 THERMODYNAMICS
- •2.7.1 Mathematical Representation
- •2.7.2 Graphical Representation
- •2.8 KINETICS
- •2.9 DIFFUSION
- •2.10 SUMMARY OF IMPORTANT CONCEPTS
- •2.11 ADDITIONAL RELATED READING
- •2.12 EXERCISES, QUESTIONS, AND PROBLEMS
- •REFERENCES
- •3.1 INTRODUCTION
- •3.2 LABORATORY TEST VS. FIELD TRIALS
- •3.3 SAMPLE SELECTION AND PREPARATION
- •3.4 SELECTION OF TEST CONDITIONS
- •3.5 CHARACTERIZATION METHODS
- •3.5.1 Microstructure and Phase Analysis
- •Visual Observation
- •Optical Microscopy
- •X-ray Diffractometry
- •Transmission Electron Microscopy
- •3.5.2 Chemical Analysis
- •Bulk Analysis
- •Surface Analysis
- •3.5.3 Physical Property Measurement
- •Gravimetry and Density
- •Porosity-Surface Area
- •Mechanical Property Tests
- •3.6 DATA REDUCTION
- •3.7 ADDITIONAL RELATED READING
- •3.8 EXERCISES, QUESTIONS, AND PROBLEMS
- •REFERENCES
- •4.1 INTRODUCTION
- •4.2 ASTM STANDARDS
- •4.2.16 Permeability of Refractories, C-577
- •4.2.26 Lead and Cadmium Extracted from Glazed Ceramic Surfaces, C-738
- •4.3 NONSTANDARD TESTS
- •4.4 ADDITIONAL RELATED READING
- •4.5 EXERCISES, QUESTIONS, AND PROBLEMS
- •REFERENCES
- •5.1 ATTACK BY LIQUIDS
- •5.1.1 Attack by Glasses
- •Alumina-Containing Materials
- •Zircon
- •Zirconia
- •Carbides and Nitrides
- •5.1.2 Attack by Aqueous Solutions
- •Alumina
- •Silica and Silicates
- •Concrete, Cement, Limestone, Marble, and Clay
- •Zirconia-Containing Materials
- •Superconductors
- •Titanates and Titania
- •Transition Metal Oxides
- •Carbides and Nitrides
- •5.1.3 Attack by Molten Salts
- •Oxides
- •Carbides and Nitrides
- •Superconductors
- •5.1.4 Attack by Molten Metals
- •5.2 ATTACK BY GASES
- •5.2.1 Oxides
- •Alumina
- •Alumino-Silicatcs
- •Magnesia-Containing Materials
- •Zirconia
- •5.2.2 Nitrides and Carbides
- •Silicon Nitride
- •Other Nitrides
- •Silicon Carbide
- •Other Carbides
- •5.2.3 Borides
- •5.2.4 Silicides
- •5.2.5 Superconductors
- •5.3 ATTACK BY SOLIDS
- •5.3.1 Silica
- •5.3.2 Magnesia
- •5.3.3 Superconductors
- •5.3.4 Attack by Metals
- •5.4 ADDITIONAL RELATED READING
- •5.5 EXERCISES, QUESTIONS, AND PROBLEMS
- •REFERENCES
- •6.1 INTRODUCTION
- •6.2 SILICATE GLASSES
- •6.3 BOROSILICATE GLASSES
- •6.4 LEAD-CONTAINING GLASSES
- •6.5 PHOSPHORUS-CONTAINING GLASSES
- •6.6 FLUORIDE GLASSES
- •6.7 CHALCOGENIDE-HALIDE GLASSES
- •6.8 ADDITIONAL RELATED READING
- •6.9 EXERCISES, QUESTIONS, AND PROBLEMS
- •REFERENCES
- •7.1 INTRODUCTION
- •7.2 REINFORCEMENT
- •7.2.1 Fibers
- •7.2.2 Fiber Coatings or Interphases
- •7.2.3 Particulates
- •7.3 CERAMIC MATRIX COMPOSITES
- •7.3.1 Oxide-Matrix Composites
- •Al2O3-Matrix Composites
- •Other Oxide-Matrix Composites
- •7.3.2 Nonoxide-Matrix Composites
- •Si3N4 Matrix Composites
- •SiC-Matrix Composites
- •Carbon-Carbon Composites
- •Other Nonoxide Matrix Composites
- •7.4 METAL MATRIX COMPOSITES
- •7.5 POLYMER MATRIX COMPOSITES
- •7.6 ADDITIONAL RELATED READINGS
- •7.7 EXERCISES, QUESTIONS, AND PROBLEMS
- •REFERENCES
- •8.1 INTRODUCTION
- •8.2 MECHANISMS
- •8.2.1 Crystalline Materials
- •8.2.2 Glassy Materials
- •8.3 DEGRADATION OF SPECIFIC MATERIALS
- •8.3.1 Degradation by Oxidation
- •Carbides and Nitrides
- •Oxynitrides
- •8.3.2 Degradation by Moisture
- •8.3.3 Degradation by Other Atmospheres
- •Carbides and Nitrides
- •Zirconia-Containing Materials
- •8.3.4 Degradation by Molten Salts
- •Carbides and Nitrides
- •Zirconia-Containing Materials
- •8.3.5 Degradation by Molten Metals
- •8.3.6 Degradation by Aqueous Solutions
- •Bioactive Materials
- •Nitrides
- •Glassy Materials
- •8.4 ADDITIONAL RELATED READING
- •8.5 EXERCISES, QUESTIONS, AND PROBLEMS
- •REFERENCES
- •9.1 INTRODUCTION
- •9.2 CRYSTALLINE MATERIALS—OXIDES
- •9.2.1 Property Optimization
- •9.2.2 External Methods of Improvement
- •9.3 CRYSTALLINE MATERIALS—NONOXIDES
- •9.3.1 Property Improvement
- •9.3.2 External Methods of Improvement
- •9.4 GLASSY MATERIALS
- •9.4.1 Property Optimization
- •9.4.2 External Methods of Improvement
- •REFERENCES
- •Glossary
- •Epilog
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Chapter 3 |
3.5.3 Physical Property Measurement
Gravimetry and Density
The evaluation of weight change during a reaction in many cases is sufficient to determine that corrosion has taken place. Weight change in itself, however, is not always detrimental. In the case of passive corrosion, a protective layer forms on the exposed surface. This would indicate that corrosion had taken place, but it is not necessarily detrimental since the material is now protected from further corrosion.
If at all possible, one should perform weight change experiments in a continuous manner on an automated thermal analyzer rather than performing an interrupted test where the sample is removed from the furnace after each heat treatment and weighed. In the interrupted test, one runs the risk of inaccurate weight measurements due to handling of the sample.
Density measurements are another form of gravimetry, but in this case, the volume change is also measured. Many times, volumetric changes will take place when a material has been held at an elevated temperature for an extended time. This implies that additional densification or expansion has taken place. Additional densification, although not necessarily a form of corrosion, can cause serious problems in structural stability. Expansion of a material generally implies that corrosion has taken place and that the reactions present involve expansion. Again, these may not be degrading chemically to the material but may cause structural instability.
One must exercise care in comparing density data obtained by different methods. Generally, the apparent density obtained from helium pycnometry is slightly higher than that obtained from water absorption*. For example, the data for a sample
* Helium is more penetrating than water and thus yields a smaller volume determination. This is dependent upon the pore size distribution.
Copyright © 2004 by Marcel Dekker, Inc.
Methods of Corrosion Analysis |
137 |
of fusion cast α/β alumina gave 3.47 g/mL by water absorption compared to 3.54 g/mL by helium pycnometry. Helium pycnometry lends itself to the determination of densities of corroded samples.
Porosity-Surface Area
The evaluation of the porosity of a corroded sample generally presents the investigator with a rather difficult task. Most often, the best method is a visual one. Determination of the variations in pore size distribution in different zones of the sample may be a significant aid to the analysis. With modern computerized image analysis systems, one has the capability of evaluating porosity and pore size distributions rather easily [3.16]. One must be aware of the fact that sample preparation techniques can greatly affect the results obtained by image analysis.
The determination of the porosity of an uncorroded specimen, however, is extremely important in determining the surface area exposed to corrosion. Two samples identical in every way except porosity will exhibit very different corrosion characteristics. The one with the higher porosity or exposed surface area will exhibit the greater corrosion. This is therefore not a true test of corrosion but is valuable in the evaluation of a particular as-manufactured material. Not only is the value of the total volume of porosity important, but the size distribution is also important.
The porosity test by water absorption is not sufficient since the total porosity available for water penetration is not equivalent to the total porosity available for gaseous penetration. Although water absorption is a convenient method to determine porosity, it yields no information about pore size, pore size distribution, or pore shape. Mercury intrusion, however, does yield information about pore size distribution in the diameter range between 500 and 0.003 µm. One must remember that the size distribution obtained from mercury intrusion is not a true size distribution but one calculated from an equivalent volume. By assuming the pores to be cylindrical, one can calculate an approximate surface area from the total
Copyright © 2004 by Marcel Dekker, Inc.
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Chapter 3 |
volume intruded by the mercury. A sample that has been used for mercury intrusion should not be subsequently used for corrosion testing since some mercury remains within the sample after testing. For applications involving gaseous attack, a method that measures gas permeability better evaluates the passage of gas through a material. Permeability tests, however, are not as easy to perform as porosity tests. A major problem with the permeability test is sealing the edges of the sample against gas leakage.
Determination of the surface area directly by gas adsorption (BET*) or indirectly by mercury intrusion may not correlate well with the surface area available to a corrosive liquid since the wetting characteristics of the corrosive liquid are quite different from that of an adsorbed gas or mercury. Thus one should exercise caution when using data obtained by these techniques.
Mechanical Property Tests
Probably the most widely used mechanical property test is that of modulus of rupture (MOR). One generally thinks of corrosion as lowering the strength of a material; however, this is not always the case. Some corrosive reactions may, in fact, raise the strength of a material. This is especially true if the MOR test is done at room temperature. For example, a hightemperature reaction may form a liquid that more tightly bonds the material when cooled to room temperature. A method that is often used is first soaking the samples in a molten salt and then performing a MOR test. This evaluates both the hightemperature strength and the effects of corrosion upon strength. Long-term creep tests or deformation under load tests can yield information about the effects of alteration upon the ability to resist mechanical deformation. For a more detailed discussion of the effects of corrosion upon mechanical properties, see Chap. 8.
* BET is an acronym for the developers of the technique, Brunauer, Emmett, and Teller.
Copyright © 2004 by Marcel Dekker, Inc.