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Extra resources for Defects and Repair - Concrete Structures in Nuclear Powerplants Vol 1 (csni-r2002-7)

Example text

For service life prediction and reliability assessment, one is more interested in the probability of satisfactory performance over some period of time, say (0,t), than in the snapshot of the reliability of the structure at a particular time provided by Eq. (5). , an in-service maintenance interval). The probability that a structure survives during interval of time (0,t) is defined by a reliability function, L(0,t). , tn during (0,t), the reliability function becomes, L(t) = P[R(t1) > S1 , … , R(tn) > Sn] (6) in which R(ti) = strength at time of loading Si.

Concrete Containment,” Sect. 1 in Regulatory Standard Review Plan, NUREG-0800, Directorate of Licensing, Washington, DC. 5. S. Nuclear Regulatory Commission, 1981. “Concrete and Steel Internal Structures of Steel and Concrete Containments,” Sect. 3 in Regulatory Standard Review Plan, NUREG-0800, Directorate of Licensing, Washington, DC. 6. Office of the Federal Register, 1995. “Primary Reactor Containment Leakage Testing for WaterCooled Power Reactors,” Appendix J in Code of Federal Regulations, 10 CFR Part 50, Office of Federal Register, Washington, DC.

Surface displacements caused by reflections of these waves are recorded by transducer (accelerometer) located adjacent to the impact. The resulting displacements versus time signals are transformed into the frequency domain, and plots of amplitude versus frequency spectra are obtained. Multiple reflections of stress waves between the impact surface, flaws, and/or other external surfaces give rise to transient resonance, which can be identified in the spectrum, and used to evaluate the integrity of the structure or to determine the location of flaws.

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Defects and Repair - Concrete Structures in Nuclear Powerplants Vol 1 (csni-r2002-7)


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