• 제목/요약/키워드: Real-time damage assessment

검색결과 66건 처리시간 0.036초

사장교 케이블의 실시간 손상평가를 위한 센서 배치의 최적화 (Optimization of Sensor Location for Real-Time Damage assessment of Cable in the cable-Stayed Bridge)

  • 방건혁;허광희;이재훈;이유재
    • 한국구조물진단유지관리공학회 논문집
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    • 제27권6호
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    • pp.172-181
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    • 2023
  • 본 연구에서는 케이블의 손상에 대한 사장교의 실시간 손상평가를 진행하였다. 사장교의 실시간 손상평가를 위한 센서는 가속도 센서를 사용하였으며, KEOT(Kinetic Energy Optimization Techniques)를 이용하여 센서의 위치와 수량에 대한 최적의 조건을 선정했다. KEOT는 구조물이 외력에 의해서 진동할 때, 최대변형에너지의 값을 계측하여 최적 계측 위치와 센서의 수량을 결정한다. 본 연구에서의 손상 조건은 케이블의 파단으로 제한하였으며 사장교를 4개의 구간으로 나누어 구간별 케이블 손상을 주었다. 사장교 케이블의 실시간 손상평가 방법은 FE 구조해석을 통하여 실제 모델과 유사한 가상의 모델을 만들었다. 생성된 가상 모델과 모형 구조물에 랜덤 가진파를 가한 이후 모형 구조물의 케이블 손상을 주었다. 가상 모델에서 출력되는 응답을 무손상 상태의 응답으로 정의하고 실제 모델에서 계측되는 응답을 손상 상태의 데이터로 정의하여 두 데이터를 비교하였다. 무손상 상태의 사장교의 데이터로부터 손상 상태의 사장교의 데이터를 IMD(Improved Mahalanobis Distance) 이론에 적용하여 손상의 정도를 평가하였다. IMD 이론으로 손상을 평가한 결과 구간별 손상을 실시간으로 적절하게 찾아내어 실시간 모니터링에 적용할 수 있는 유용한 손상평가 기술로 확인되었다.

원전격납건물 지진피해평가 프로그램 개발 (Development of a Seismic Damage Assessment Program for NPP Containment Structure)

  • 고현무;신현목;최강룡;정대열;현창헌;조호현;김태훈
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 2003년도 춘계 학술발표회논문집
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    • pp.118-125
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    • 2003
  • Seismic damage assessment program for containment structure is developed. The program has been established through the combination of inelastic seismic analysis program and 3-D animation program. Damage indices at finite element level and structural level have been introduced for the seismic damage assessment. The seismic damage assessment program makes it possible to analyze in real-time the actual resistance capacity and damage level of containment structure. It will be expected that the program enables to establish the measures more quickly under the earthquake event.

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Quasi real-time post-earthquake damage assessment of lifeline systems based on available intensity measure maps

  • Torbol, Marco
    • Smart Structures and Systems
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    • 제16권5호
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    • pp.873-889
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    • 2015
  • In civil engineering, probabilistic seismic risk assessment is used to predict the economic damage to a lifeline system of possible future earthquakes. The results are used to plan mitigation measures and to strengthen the structures where necessary. Instead, after an earthquake public authorities need mathematical models that compute: the damage caused by the earthquake to the individual vulnerable components and links, and the global behavior of the lifeline system. In this study, a framework that was developed and used for prediction purpose is modified to assess the consequences of an earthquake in quasi real-time after such earthquake happened. This is possible because nowadays entire seismic regions are instrumented with tight networks of strong motion stations, which provide and broadcast accurate intensity measure maps of the event to the public within minutes. The framework uses the broadcasted map and calculates the damage to the lifeline system and its component in quasi real-time. The results give the authorities the most likely status of the system. This helps emergency personnel to deal with the damage and to prioritize visual inspections and repairs. A highway transportation network is used as a test bed but any lifeline system can be analyzed.

광섬유 센서를 이용한 복합재 구조물의 실시간 파손감지 (Real-time Failure Detection of Composite Structures Using Optical Fiber Sensors)

  • 방형준;강현규;류치영;김대현;강동훈;홍창선;김천곤
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2000년도 추계학술발표대회 논문집
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    • pp.128-133
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    • 2000
  • The objective of this research is to develop real-time failure detection techniques for damage assessment of composite materials using optical fiber sensors. Signals from matrix cracking or fiber fracture in composite laminates are treated by signal processing unit in real-time. This paper describes the implementation of time-frequency analysis such as the Short Time Fourier Transform(STFT) to determine the time of occurrence of failure. In order to verify the performance of the optical fiber sensor for stress wave detection, we performed pencil break test with EFPI sensor and compared it with that of PZT. The EFPI sensor was embedded in composite beam to sense the failure signals and a tensile test was performed. The signals of the fiber optic sensor when damage occurred were characterized using STFT and wavelet transform. Failure detection system detected the moment of failure accurately and showed good sensitivity with the infinitesimal failure signal.

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전력에너지 공급지장비의 충격도지수 함수개발 및 WOROCAIS를 이용한 이의 추정에 관한 연구 (Development of Outage Cost Impact Index Function of Electricity Energy and Outage Cost Assessment using WOROCAIS)

  • 임진택;최재석;전동훈;서철수;이재걸
    • 전기학회논문지
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    • 제62권8호
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    • pp.1066-1073
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    • 2013
  • This paper illustrates newly an outage cost impact index function(OCIIF). The assessment of the OCIIF is described using the Web Based Online Real-time Outage Cost Assessment and Information System(WOROCAIS) for power system outage cost assessment in Korea. The proposed OCIIF is not absolute but relative outage cost impact index function in view point of outage time using web based survey method for outage cost assessment. While conventional methodology does not consider short time outage cost assessment, the proposed OCIIF reflects short time outage. SCOF(Sector Customer Outage Function) in stead of the traditional SCDF(Sector Customer Damage Function) is defined and proposed newly in this paper. Based the SCOF, AVLL(Average Value of Loss Load) is newly proposed. The OCIIF is demonstrated by WOROCAIS in case study around 2,000 sample data surveyed by KEPCO in South Korea in recent.

Damage detection of railway bridges using operational vibration data: theory and experimental verifications

  • Azim, Md Riasat;Zhang, Haiyang;Gul, Mustafa
    • Structural Monitoring and Maintenance
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    • 제7권2호
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    • pp.149-166
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    • 2020
  • This paper presents the results of an experimental investigation on a vibration-based damage identification framework for a steel girder type and a truss bridge based on acceleration responses to operational loading. The method relies on sensor clustering-based time-series analysis of the operational acceleration response of the bridge to the passage of a moving vehicle. The results are presented in terms of Damage Features from each sensor, which are obtained by comparing the actual acceleration response from the sensors to the predicted response from the time-series model. The damage in the bridge is detected by observing the change in damage features of the bridge as structural changes occur in the bridge. The relative severity of the damage can also be quantitatively assessed by observing the magnitude of the changes in the damage features. The experimental results show the potential usefulness of the proposed method for future applications on condition assessment of real-life bridge infrastructures.

적외선열화상을 이용한 베어링 실시간 손상검출 상태감시의 전산수치해석 비교 (Comparison of FEA with Condition Monitoring for Real-Time Damage Detection of Bearing Using Infrared Thermography Techniques)

  • 김호종;김원태
    • 비파괴검사학회지
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    • 제35권3호
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    • pp.185-192
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    • 2015
  • 동적하중에서의 베어링 결함에 대한 실시간 진단기술은 상대적으로 저조하다. 따라서 볼베어링의 이상상태 현상으로 인한 온도 상승 및 진동 증가 등을 사전에 검출하는 기술이 필요하며, 회전체에 대한 운전상태 감시 및 손상 진단을 통해 발전설비의 원활한 운전을 기할 수 있는 검출 기술이 필요하다. 적외선 열화상 실험과 더불어 ANSYS를 이용한 유한요소해석으로부터 실험과 동일한 베어링을 구조 설계 및 해석하여 데이터를 분석함으로써 열화상 기술로 얻은 데이터의 신뢰성을 확보하였다.

Uncertainty analysis of containment dose rate for core damage assessment in nuclear power plants

  • Wu, Guohua;Tong, Jiejuan;Gao, Yan;Zhang, Liguo;Zhao, Yunfei
    • Nuclear Engineering and Technology
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    • 제50권5호
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    • pp.673-682
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    • 2018
  • One of the most widely used methods to estimate core damage during a nuclear power plant accident is containment radiation measurement. The evolution of severe accidents is extremely complex, leading to uncertainty in the containment dose rate (CDR). Therefore, it is difficult to accurately determine core damage. This study proposes to conduct uncertainty analysis of CDR for core damage assessment. First, based on source term estimation, the Monte Carlo (MC) and point-kernel integration methods were used to estimate the probability density function of the CDR under different extents of core damage in accident scenarios with late containment failure. Second, the results were verified by comparing the results of both methods. The point-kernel integration method results were more dispersed than the MC results, and the MC method was used for both quantitative and qualitative analyses. Quantitative analysis indicated a linear relationship, rather than the expected proportional relationship, between the CDR and core damage fraction. The CDR distribution obeyed a logarithmic normal distribution in accidents with a small break in containment, but not in accidents with a large break in containment. A possible application of our analysis is a real-time core damage estimation program based on the CDR.

해상 워게임 방법에 관한 연구 (Methodology for surface to surface war-gaming)

  • 박재하
    • 한국국방경영분석학회지
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    • 제2권1호
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    • pp.101-109
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    • 1976
  • The goal of tactical war-gaming is to create an environment for two opposing teams allowing them to make tactical decisions that would correlate with the decision which they would make under the same circumstances while at sea. Therefore the real time war-gaming methodology should be developed to achieve the goal of tactical war-gaming. Surface to surface engagement models for the real time war-gaming such as maneuvering, tracking and damage assessment models were discussed in this paper. Concurrently system flow diagram to aid war-gaming effort was suggested in appendix.

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적외선 열화상을 이용한 베어링의 실시간 고장 모니터링 검출기법에 관한 연구 (A Study on Real-Time Fault Monitoring Detection Method of Bearing Using the Infrared Thermography)

  • 김호종;홍동표;김원태
    • 비파괴검사학회지
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    • 제33권4호
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    • pp.330-335
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    • 2013
  • 결함을 조기에 발견하기 위한 실시간 모니터링 시스템은 적외선 열화상 기술을 중점으로 구성된다. 본 연구의 중점은 비파괴 적외선 열화상 기법을 사용하여 볼베어링의 손상 검출 및 온도 특성 분석이다. 본 논문에서는 신뢰성 평가를 위한 적외선 실험 데이터와 기존의 주파수 데이터를 비교했다. 실험을 통해 베어링의 온도 특성에 따라 다양한 손상 상황을 분석했다. 본 논문의 실험의 결과로부터 적외선 열화상 기법은 실시간으로 동작 상태에 하중을 받는 볼베어링의 손상 탐지를 위한 매우 유용한 기법임이 확인되었다.