• International Journal of Railway
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• 제1권1호
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• pp.1-5
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• 2008

The railway system requires safety and reliability of service of all railway vehicles. Suitable technical systems and working methods adapted to it, which meet the requirements on safety and good order of traffic, should be maintained. For detection of defects, non-destructive testing methods-which should be quick, reliable and cost-effective - are most often used. Since failure in railway wheelset can cause a disaster, regular inspection of defects in wheels and axles are mandatory. Ultrasonic testing, acoustic emission and eddy current testing method and so on regularly check railway wheelset in service. However, it is difficult to detect a crack initiation clearly with ultrasonic testing due to noise echoes. It is necessary to develop a non-destructive technique that is superior to conventional NDT techniques in order to ensure the safety of railway wheelset. In the present paper, the new NDT technique is applied to the detection of surface defects for railway wheelset. To detect the defects for railway wheelset, the sensor for defect detection is optimized and the tests are carried out with respect to surface and internal defects each other. The results show that the surface crack depth of 1.5 mm in press fitted axle and internal crack in wheel could be detected by using the new method. The ICFPD method is useful to detect the defect that initiated in railway wheelset.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2022년도 춘계학술대회
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• pp.88-90
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• 2022

해양 디지털 항로표지 정보 협력 시스템 과제에서 개발되는 소프트웨어의 품질 관리를 위해 국제 표준 기반 표준 품질 프로세스와 프로젝트 관리 시스템 기반 의사소통 및 정보공유 체계를 구축했다. 또한 연구과제 산출물 작성 현황에 대한 모니터링과 소프트웨어 품질 점검 및 검증 지원을 통해 고품질 소프트웨어 개발을 달성한다.

• 한국식품위생안전성학회지
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• 제36권1호
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• pp.60-67
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• 2021

본 연구에서는 시중에 유통 중인 향신식물 및 향신료가공품의 안전성을 확보하기 위하여 인천광역시 지역의 농산물 도매시장, 대형마트 및 온라인 마켓에서 수거한 향신식물 및 향신료가공품 112건을 대상으로 다종농약다성분분석법으로 검사 가능한 잔류농약 400종을 검사하였다. 품목별 수거현황은 허브류(생것) 57건, 허브류(건조) 32건, 향신열매 11건, 향신씨 6건, 기타향신식물 4건, 향신뿌리 2건이며, 허브류(생것)(50.9%) 및 허브류(건조)(28.6%)로 많은 비중을 차지하였다. 잔류농약은 전체 112건 중 4건이 잔류허용기준 이내로 검출되어 3.6%의 검출률을 보였으며 기준을 초과한 농산물은 13건(11.6%)이었다. 총 11종의 농약성분이 검출되었고 검출된 작물은 바질, 고수, 딜, 레몬밤, 레몬그라스, 민트, 타임, 로즈마리, 카디멈이었다. 향신식물의 잔류농약 검출 결과, 잔류허용기준이 설정되어 있는 농약의 잔류량이 허용기준 이하인 것은 농약 안전사용기준인 농약의 살포량, 살포횟수, 살포시기를 기준에 맞게 사용된 것으로 추측된다. 농약 안전사용기준을 준수하지 않으면 부적합 처리될 가능성이 많아지게 되므로 재배농가들이 농약사용지침을 반드시 준수하도록 지도 감독을 강화해야 할 것이다. 향신식물의 잔류농약 안전성을 확보하기 위해서는 지속적인 모니터링을 통해 잔류허용기준(MRLs) 설정이 필요하다고 판단된다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 춘계학술대회 논문집
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• pp.353-362
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• 2008

Operation data and fault data are recorded at the TCMS(Train Control and Monitoring System) of train are very important record for repairs and inspection of train. there are two ways to transfer the data today. one is using memory card and the other is using wireless communications. This paper is proposed about TCMS wireless depot analytical equipment that transfers data recorded in train to depot equipment via wireless method. The TCMS wireless depot equipment configuration is an AP(Access Point) and a central server PC at depot equipment. This method has the advantage of decrease of personnel expenses, collection time and convenience of staffs. This paper is verified about the utility of use, efficient establishment position of an AP at depot, the safety of data receiving, the exactitude of data and the shortening of transmission time. and this equipment is now operating at shin-jeong depot of SeoulMetro.

• Smart Structures and Systems
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• 제13권5호
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• pp.821-848
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• 2014

This paper presents a novel method to carry out monitoring of transport infrastructure such as pavements and bridges through the analysis of vehicle accelerations. An algorithm is developed for the identification of dynamic vehicle-bridge interaction forces using the vehicle response. Moving force identification theory is applied to a vehicle model in order to identify these dynamic forces between the vehicle and the road and/or bridge. A coupled half-car vehicle-bridge interaction model is used in theoretical simulations to test the effectiveness of the approach in identifying the forces. The potential of the method to identify the global bending stiffness of the bridge and to predict the pavement roughness is presented. The method is tested for a range of bridge spans using theoretical simulations and the influences of road roughness and signal noise on the accuracy of the results are investigated.

• Smart Structures and Systems
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• 제26권4호
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• pp.419-433
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• 2020

Investigation of structural integrity has been a critical issue in the field of civil engineering for years. Visual inspection is one of the most available methods to explore deteriorative components in structures. Still, this method is not applicable to invisible damage of structures. Alternatively, system identification methods are capable of tracking modal properties of structures over time. The deviation of these dynamic properties can serve as indicators to access structural integrity. In this study, a modal tracking technique using frequency-domain system identification from seismic responses of structures is proposed. The method first segments the measured signals into overlapped sequential portions and then establishes multiple Hankel matrices. Each Hankel matrix is then converted to the frequency domain, and a temporal-average frequency-domain Hankel matrix can be calculated. This study also proposes the frequency band selection that can divide the frequency-domain Hankel matrix into several portions in accordance with referenced natural frequencies. Once these referenced natural frequencies are unavailable, the first few right singular vectors by the singular value decomposition can offer these references. Finally, the frequency-domain stochastic subspace identification tracks the natural frequencies and mode shapes of structures through quick stabilization diagrams. To evaluate performance of the proposed method, a numerical study is carried out. Moreover, the long-term monitoring strong motion records at a specific site are exploited to assess the tracking performance. As seen in results, the proposed method is capable of tracking modal properties through seismic responses of structures.

• Structural Monitoring and Maintenance
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• 제7권1호
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• pp.43-58
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• 2020

Pile foundations of existing bridges lie in soil and water environment for long term and endure relatively heavy vertical loads, thus prone to damages, especially after stricken by external forces, such as earthquake, collision, soil heap load and etc., and the piles may be injured to certain degrees as well. There is a relatively complete technical system for quality inspection of new bridge pile foundations without structures on the top. However, there is no mature technical standard in the engineering community for the non-destructive testing technology specific to the existing bridge pile foundations. The quality of bridge pile foundations has always been a major problem that plagues bridge maintenance. On the basis of many years' experiences in test engineering and theoretical studies, this study developed a new type of detection technology and equipment for the existing bridge piles.

• 한국공작기계학회논문집
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• 제16권5호
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• pp.145-150
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• 2007

Optical communication according to request of technology of communications and optical fiber to be full filed faster communication and pass over transmission capacity limit per unit area, per unit hour appeared, and this optical fiber acts the biggest role to influence performance of optical communication network. Optical fiber(PMF Polarization Maintaining Fiber) is used, and is used by electric field measurement, self-discipline measurement, sensor(Sensor) Department by high definition measure such as thermometry and storehouse component that use because make broad sense status and polarized light information in passageway and union with storehouse integrated circuit etc. that use broad sense interference developing could transmit in state that keep transmitting broad sense plane of polarization is polarized light existence. Also, research is developed by optical fiber for Coherent communication recently.

• 한국구조물진단유지관리공학회 논문집
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• 제28권2호
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• pp.53-60
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• 2024

프리스트레스트 콘크리트(PSC) 교량은 긴장재 부식과 파단에 취약하며, 특히 내부 포스트텐션 형식을 사용하는 구조물은 내부 긴장재 조사의 한계로 유지관리에 어려움이 있다. 따라서 본 연구에서는 고속도로 교량의 약 35%를 차지하는 PSC I 거더교의 트럭 재하 실험을 통하여 긴장재 손상에 따른 실제 거동을 분석하고 유지관리 전략을 제시하고자 하였다. 대상 PSC I 거더교는 고속도로의 폐교량이며, 상·하행교량의 공용기간은 각각 33년, 20년이다. 단부 및 중앙부 등 긴장재 손상 위치와 정적 및 동적, 거더별 하중 재하 방법에 따라 처짐과 콘크리트 변형률을 계측하였다. 교량의 노후화와 관계없이 긴장재 손상이 거더 중앙부에 가까울수록 교량의 구조 성능은 감소하였다. 트럭 하중이 긴장재 절단이 발생한 거더에 근접될수록 거동의 변화가 증가하였다. 긴장재 절단 인접거더에 하중이 재하 될 경우 교량 전체 구조계의 영향으로 구조적 성능은 유지 가능할 것으로 판단된다. 거더 중앙부 긴장재가 절단된 경우 처짐의 변화량은 육안 관찰이 어려운 수준인 반면, 절단 위치의 콘크리트 변형률은 균열발생 변형률을 초과하였다. 따라서 향후 PSC I 거더교의 모니터링 및 유지관리 시에 콘크리트 변형률 또는 균열에 중점을 두는 것이 효율적이라 판단된다.

• Structural Engineering and Mechanics
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• 제26권2호
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• pp.179-190
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• 2007

Damage detection based on measured vibration data has received intensive studies recently. Frequently, the damage to a structure may be reflected by a change of some system parameters, such as a degradation of the stiffness. In this paper, we apply a method to nondestructively locate and estimate the severity of damage in corrosion pipeline for which a few natural frequencies or mode shapes are available. The method is based on the strain modal sensitivity ratio (SMSR) and the orthogonality conditions sensitivities (OCS) applied to vibration features identified during the monitoring of the pipeline. The advantage of these methods is that it only requires measuring few modal parameters. The SMSR-based and OCS-based damage detection methods are illustrated using computer-simulated and laboratory testing data. The results show that the current method provides a precise indication of both the location and the extent of corrosion pipeline.