Advanced lifetime prediction methodologies are necessary in securing the safe and reliable operation of nuclear power plants. Stress corrosion cracking is the most common corrosion mechanism, which can cause a major integrity loss in metallic components. The cracking is caused by the combined action of corrosion, tensile stresses and a susceptible material. Risk-informed inspection is a more recent technique for better focusing of in-service inspections. Stress corrosion cracking is considered in the lifetime analyses. In addition to the metallic materials, there are also non-metallic components, whose lifetime can restrict the lifetime of a plant. In this chapter, lifetime prediction principles in case of concrete structures are also intro...
The corrosion process in reinforced concrete structures, exposed to marine or industrial environment...
A reliability-based method is presented in this paper for the whole life assessment of corrosion-aff...
With the growing amount of concrete in the capital infrastructure, the maintenance and management bu...
Advanced lifetime prediction methodologies are necessary in securing the safe and reliable operation...
Many nuclear power plants in North America and Europe are in their third decade of operation, and th...
Concrete safety-related structures and components in nuclear plants may be exposed to aggressive ser...
The Structural Aging Program provides the US Nuclear Regulatory Commission with potential structural...
This report describes the work that has been jointly carried out, based on a common and complementar...
Research is being conducted by ORNL under US Nuclear Regulatory Commission (USNRC) sponsorship to ad...
This paper describes the results of a study to evaluate, in probabilistic terms, the effects of age-...
A review of the most recently published literature suggests that the prediction of service life of c...
Steel containments and liners in nuclear power plants may be exposed to aggressive environments that...
The effects of ageing of the concrete infrastructure of Finnish nuclear power plants (NPP) are a res...
Licensees of commercial nuclear power plants in the US are expected to submit license renewal applic...
SIGLEAvailable from British Library Document Supply Centre- DSC:DX172706 / BLDSC - British Library D...
The corrosion process in reinforced concrete structures, exposed to marine or industrial environment...
A reliability-based method is presented in this paper for the whole life assessment of corrosion-aff...
With the growing amount of concrete in the capital infrastructure, the maintenance and management bu...
Advanced lifetime prediction methodologies are necessary in securing the safe and reliable operation...
Many nuclear power plants in North America and Europe are in their third decade of operation, and th...
Concrete safety-related structures and components in nuclear plants may be exposed to aggressive ser...
The Structural Aging Program provides the US Nuclear Regulatory Commission with potential structural...
This report describes the work that has been jointly carried out, based on a common and complementar...
Research is being conducted by ORNL under US Nuclear Regulatory Commission (USNRC) sponsorship to ad...
This paper describes the results of a study to evaluate, in probabilistic terms, the effects of age-...
A review of the most recently published literature suggests that the prediction of service life of c...
Steel containments and liners in nuclear power plants may be exposed to aggressive environments that...
The effects of ageing of the concrete infrastructure of Finnish nuclear power plants (NPP) are a res...
Licensees of commercial nuclear power plants in the US are expected to submit license renewal applic...
SIGLEAvailable from British Library Document Supply Centre- DSC:DX172706 / BLDSC - British Library D...
The corrosion process in reinforced concrete structures, exposed to marine or industrial environment...
A reliability-based method is presented in this paper for the whole life assessment of corrosion-aff...
With the growing amount of concrete in the capital infrastructure, the maintenance and management bu...