• Title/Summary/Keyword: Graded Inspection Program

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A FEASIBILITY STUDY ON THE ADVANCED PERFORMANCE INDICATOR CONCEPT FOR IMPROVING KINS SAFETY PERFORMANCE INDICATORS (SPI)

  • Lee, Yong-Suk;Cho, Nam-Chul;Chung, Dae-Wook
    • Nuclear Engineering and Technology
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    • v.43 no.2
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    • pp.105-132
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    • 2011
  • The concept of improved performance indicators (PIs) for use in the KINS Safety Performance Indicator (SPI) program for reactor safety area is proposed in this paper. To achieve this, the recently developed PIs from the USNRC that use risk information were investigated, and a feasibility study for the application of these PIs in Korean NPPs was performed. The investigated PIs are Baseline Risk Index for Initiating Events (BRIIE), Unplanned Scrams with Complications (USwC), and Mitigating System Performance Index (MSPI). Moreover, the thresholds of the existing safety performance indicators of KINS were evaluated in consideration of the risk and regulatory response to different levels of licensee performance in the graded inspection program.

A Study on Development of Structural Health Monitoring System for Steel Beams Using Strain Gauges (변형률계를 이용한 강재보의 건전도 평가 시스템 개발에 관한 연구)

  • Hahn, Hyun Gyu;Ahn, Hyung Joon
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.16 no.1
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    • pp.99-109
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    • 2012
  • This study aimed to develop a Structural Health Monitoring System for steel beams in the manner of suggesting and verifying a theoretical formula for displacement estimation using strain gauges, and estimating the loading points and magnitude. According to the results of this study, it was found that when a load of 160kN (56% of the yield load) was applied, the error rate of the deflection obtained with a strain gauge at the point of maximum deflection compared to the deflection measured with a displacement meter was within 2%, and that the estimates of the magnitude and points of load application also showed the error rate of not more than 1%. This suggests that the displacement and load of steel beams can be measured with strain gauges and further, it will enable more cost-effective sensor designing without displacement meter or load cell. The Structural Health Monitoring System program implemented in Lab VIEW gave graded warnings whenever the measured data exceeds the specified range (strength limit state, serviceability limit state, yield strain), and both the serviceability limit state and strength limit state could be simultaneously monitored with strain gauge alone.