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under tensile stress until the section thickness critically bears the imposed load.

      3 Sudden fracture under overload

Schematic illustration of the fatigue crack (three stage) phenomenon.

      Thermal Fatigue Failure

Schematic illustration of stress concentration at corners.

       Fractures are planner and transverse with no visible plastic deformation.

       Fracture is mostly transgranular.

       Oxidized fracture surfaces and oxide wedge filled cracks further characterize thermal fatigue failures

      Fatigue resistance is affected by a number of controllable factors:

       The chemistry of the material and its resultant microstructure have a profound effect on fatigue strength. In fact, they can equally influence on mechanical strength (tensile and yield). Alloying elements, such as chromium, nickel, and moly, have the greatest effect on the iron base system. Solid solution alloys show the maximum increase in fatigue strength.

       Grain size appears to be a strong determining factor in inhibiting the plastic deformation process that occurs with crack propagation.

       Environmental factors such as cyclic temperature, temperature gradient, and corrosion pitting that result in stress concentrations. The thermal fatigue failure shown in was due to the temperature gradient across the thick wall section.

       Reduction of localized surface stress concentrations by such techniques as case hardening, shot peening, auto frottage, and thread rolling.

       Proper heat treatment can markedly improve fatigue resistance. As an example, for steels, a tempered martensitic.

      Stress corrosion cracking (SCC) is a fracture process that involves the combined and simultaneous action of a tensile stress and a corrosive environment. SCC occurs when the tensile stress and a specific environment are able to cause failure by their combined action, but are insufficient to cause failure by either one acting alone. In fact, the tensile stresses are usually below the metal’s yield strength. Furthermore, the metal would suffer only minimal corrosion in the absence of the applied stress. The problem itself can be quite complex. The situation with buried pipelines is a good example of such complexity.

      There are three requirements for SCC to occur:

      1 A susceptible metal.

      2 Tensile stresses applied to the metal.

      3 A specific environment containing an aggressive species that promotes SCC.

      This form of corrosion is particularly dangerous because it may not occur under a particular set of conditions until there is an applied stress. The corrosion is not clearly visible prior to fracture and can result in catastrophic failure. Many alloys can experience stress corrosion, and the applied stress may also be due to a residual stress in the material. An example of a residual stress could be a stress remaining in a material after forming, or a stress due to welding. Stress corrosion cracking will usually cause the material to fail in a brittle manner, which can have grave consequences as there is usually little or no warning before the failure occurs.

      How to Prevent SCC

      SCC can be controlled by any of the following three approaches:

      1 Design, which includes selection of the mechanical and materials aspects of components,

      2 Controlling the materials, and

      3 Controlling the environment.

Schematic illustration of stress corrosion on a bar. Schematic illustration of stress corrosion cracking.

      Source: Stress Corrosion Cracking/Industrial Metallurgists, LLC.

      The environmental factors, such as pH and temperature, also influence the severity of SCC. By controlling the environmental factors, SCC can be controlled.

      Chloride SCC

      One

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