• Title/Summary/Keyword: Periodic Monitoring

Search Result 258, Processing Time 0.029 seconds

Damage assessment of structures - an US air force office of scientific research structural mechanics perspective

  • Giurgiutiu, Victor
    • Smart Structures and Systems
    • /
    • v.6 no.2
    • /
    • pp.135-146
    • /
    • 2010
  • This paper presents the perspective of the Structural Mechanics program of the Air Force Office of Scientific Research (AFOSR) on the damage assessment of structures for the period 2006-2009 when the author was serving as Program Manager at AFOSR. It is found that damage assessment of structures plays a very important role in assuring the safety and operational readiness of US Air Force fleet. The current fleet has many aging aircraft, which poses a considerable challenge for the operators and maintainers. The nondestructive evaluation technology is rather mature and able to detect damage with considerable reliability during the periodic maintenance inspections. The emerging structural health monitoring methodology has great potential, because it will use on-board damage detection sensors and systems, will be able to offer on-demand structural health bulletins. Considerable fundamental and applied research is still needed to enable the development, implementation, and dissemination of structural health monitoring technology.

Connection method on pre-installed bridge monitoring system for bridge structure safety network (교량시설물 안전관리 네트워크 구축을 위한 기존 시스템 연계방안 연구)

  • Park, Ki-Tae;Lee, Woo-Sang;Joo, Bong-Chul;Hwang, Yoon-Koog
    • 한국방재학회:학술대회논문집
    • /
    • 2008.02a
    • /
    • pp.469-472
    • /
    • 2008
  • In general, structures in service gradually lose original performance according to time due to initial defects in design and construction, or exposure to unfavorable external conditions such as repeated loading or deteriorating environment, and in extreme cases, may collapse in large disaster. Therefore, in order to maintain the serviceability of structures at optimal level, advanced structure measuring system which can inform optimal time point and method of maintenance is required in addition to accurate prediction of residual life the structure by periodic inspection. To guarantee the safety level of bridge structure and to prevent from disaster, the integration of safety network for bridge structures are needed. Therefore in this study, to enhance the effectiveness of safety network for bridge, the connection methodologies between safety network and pre-installed bridge monitoring system are investigated.

  • PDF

Predictive Maintenance Plan based on Vibration Monitoring of Nuclear Power Plants using Industry 4.0 (4차 산업기술을 활용한 원전설비 진동감시기반 예측정비 방안)

  • Do-young Ko
    • Transactions of the Korean Society of Pressure Vessels and Piping
    • /
    • v.19 no.1
    • /
    • pp.6-10
    • /
    • 2023
  • Only about 10% of selected equipment in nuclear power plants are monitored by wiring to address failures or problems caused by vibration. The purpose is primarily for preventive maintenance, not for predictive maintenance. This paper shows that vibration monitoring and diagnosis using Industrial 4.0 enables the complete predictive maintenance for all vibrating equipments in nuclear power plants with the convergence of internet of things; wireless technology, big data through periodic collection and artificial intelligence. Predictive maintenance using wireless technology is possible in all areas of nuclear power plants and in all systems, but it should satisfy regulatory guides on electromagnetic interference and cyber security.

A study on the fabrication of periodically poled Ti:LiNbO3 (PPLN) by the control of charge (전하량제어에 의한 주기적 분극반전 Ti:LiNbO3 (PPLN) 제작 공정에 관한 연구)

  • Kim, Won-Joung;Jung, Hong-Sik;Lee, Han-Young
    • Korean Journal of Optics and Photonics
    • /
    • v.16 no.4
    • /
    • pp.366-375
    • /
    • 2005
  • A fabrication process of periodic electric field assisted poling of Ti-diffused channel waveguides in LiNbO3 (Ti:PPLN) has been developed and improved using a periodic 180o phase inversion along the z-axis. The zig for poling inversion and the Labview program of charge control have been devised. Pulse high voltage and duty cycle were adjusted based on the estimated charge required for poling inversion. Monitoring the change of leakage current under applied voltage less than the coercive voltage also minimized a breakdown.

Cloud Detection and Restoration of Landsat-8 using STARFM (재난 모니터링을 위한 Landsat 8호 영상의 구름 탐지 및 복원 연구)

  • Lee, Mi Hee;Cheon, Eun Ji;Eo, Yang Dam
    • Korean Journal of Remote Sensing
    • /
    • v.35 no.5_2
    • /
    • pp.861-871
    • /
    • 2019
  • Landsat satellite images have been increasingly used for disaster damage analysis and disaster monitoring because they can be used for periodic and broad observation of disaster damage area. However, periodic disaster monitoring has limitation because of areas having missing data due to clouds as a characteristic of optical satellite images. Therefore, a study needs to be conducted for restoration of missing areas. This study detected and removed clouds and cloud shadows by using the quality assessment (QA) band provided when acquiring Landsat-8 images, and performed image restoration of removed areas through a spatial and temporal adaptive reflectance fusion (STARFM) algorithm. The restored image by the proposed method is compared with the restored image by conventional image restoration method throught MLC method. As a results, the restoration method by STARFM showed an overall accuracy of 89.40%, and it is confirmed that the restoration method is more efficient than the conventional image restoration method. Therefore, the results of this study are expected to increase the utilization of disaster analysis using Landsat satellite images.

Optimization of water quality monitoring stations using genetic algorithm, a case study, Sefid-Rud River, Iran

  • Asadollahfardi, Gholamreza;Heidarzadeh, Nima;Mosalli, Atabak;Sekhavati, Ali
    • Advances in environmental research
    • /
    • v.7 no.2
    • /
    • pp.87-107
    • /
    • 2018
  • Water quality monitoring network needs periodic evaluations based on environmental demands and financial constraints. We used a genetic algorithm to optimize the existing water quality monitoring stations on the Sefid-Rud River, which is located in the North of Iran. Our objective was to optimize the existing stations for drinking and irrigation purposes, separately. The technique includes two stages called data preparation and the optimization. On the data preparation stage, first the basin was divided into four sections and each section was consisted of some stations. Then, the score of each station was computed using the data provided by the water Research Institute of the Ministry of energy. After that, we applied a weighting method by providing questionnaires to ask the experts to define the significance of each parameter. In the next step, according to the scores, stations were prioritized cumulatively. Finally, the genetic algorithm was applied to identify the best combination. The results indicated that out of 21 existing monitoring stations, 14 stations should remain in the network for both irrigation and drinking purposes. The results also had a good compliance with the previous studies which used dynamic programming as the optimization technique.

Calibration of Health Monitoring System installed in the Railway Bridges (철도교 상시계측시스템의 교정 및 교정상수 설정에 관한 연구)

  • 박준오;이준석;최일윤;민경주
    • Journal of the Korean Society for Railway
    • /
    • v.5 no.3
    • /
    • pp.148-157
    • /
    • 2002
  • A health monitoring system becomes a useful tool to obtain information on long term behavior of the important railway structures such as very long span and special type bridges. The health monitoring system not only gives the direct measurement data of the railway bridges but also provides the basic data on the maintenance of the structures. Therefore, periodic calibrations of the health monitoring system will be a necessary step toward precise and accurate assessment of the railway bridges. In this study, the calibration and gauge factor readjustment process made for the health monitoring system installed in the railroad bridges is reviewed and some findings are explained in detail: specifically, the calibrators made for this purpose are illustrated and the regression processes of the calibration on long-term displacement using water level sensor, longitudinal displacement using LVDT sensor, instantaneous displacement using LVDT sensors and accelerometer are described in full length. Based on the regression results, it was found that the gauge factors need to be readjusted according to the regression equation but, since the deviation or shift is not serious so far, long-term observation on each sensor is also recommended. Future work will be concentrated on the long-term analysis of each sensor and on the database creation so that the assessment of the structures is possible.

A numerical method for dynamic characteristics of nonlocal porous metal-ceramic plates under periodic dynamic loads

  • Abdulrazzaq, Mohammed Abdulraoof;Kadhim, Zeyad D.;Faleh, Nadhim M.;Moustafa, Nader M.
    • Structural Monitoring and Maintenance
    • /
    • v.7 no.1
    • /
    • pp.27-42
    • /
    • 2020
  • Dynamic stability of graded nonlocal nano-dimension plates on elastic substrate due to in-plane periodic loads has been researched via a novel 3- unknown plate theory based on exact position of neutral surface. Proposed theory confirms the shear deformation effects and contains lower field components in comparison to first order and refined 4- unknown plate theories. A modified power-law function has been utilized in order to express the porosity-dependent material coefficients. The equations of nanoplate have been represented in the context of Mathieu-Hill equations and Chebyshev-Ritz-Bolotin's approach has been performed to derive the stability boundaries. Detailed impacts of static/dynamic loading parameters, nonlocal constant, foundation parameters, material index and porosities on instability boundaries of graded nanoscale plates are researched.

An analysis of the state of operation of the electrical safety emergency dispatch system (전기안전 긴급출동제도 운영 실태 분석)

  • Yoo, Jae-Geun;Kim, Jae-Hyun;Lee, Ki-Sik;Koo, Kyung-Wan;Jeon, Jeong-Chay
    • The Transactions of The Korean Institute of Electrical Engineers
    • /
    • v.61 no.11
    • /
    • pp.1748-1751
    • /
    • 2012
  • This paper describes the background of the electrical safety emergency dispatch system and analyzes the operational status of the system. This system is to provide the enhanced electrical safety service to general-purpose electrical equipment users. Annual average of about 6 million cases have been implemented since 2005. In order to enhance electrical safety service and more effectively prevent electrical disasters in future, institutional expansion of the electrical safety emergency dispatch system with keeping budget is necessary. If periodic inspections with a remote monitoring system is applied, the effect of electrical safety will be improved.

Experimental Verification of Damage Identification Method using Moving load Response (이동하중응답을 이용한 손상인식기법의 실험적 검증)

  • Choi, Sang-Hyun;Kim, Dae-Hyork
    • Proceedings of the KSR Conference
    • /
    • 2009.05a
    • /
    • pp.552-559
    • /
    • 2009
  • Most damage identification methods for structural health monitoring developed to date utilize modal domain responses which require postprocessing and inevitably contain errors in transforming the domain of responses. In this paper, the feasibility of a damage identification method based on dynamics responses from moving loads is experimentally verified. The experiment is performed via applying periodic and non-periodic moving loads to a steel beam and acceleration and displacement responses of the beam is measured. The moving loads is applied using steel balls and the damage of a structure is simulated by saw-cutting the beam. The damage identification results using the measured responses show that the moving load response based damage identification method successfully identify all damages in the beam.

  • PDF