• Journal of the Korean Society for Nondestructive Testing
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• v.33 no.4
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• pp.330-335
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• 2013

Since real-time monitoring system like a fault early detection has been very important, infrared thermography technique as a new diagnosis method was proposed. This study is focused on the damage detection and temperature characteristic analysis of ball bearing using the non-destructive infrared thermography method. In this paper, for the reliability assessment, infrared experimental data were compared with the frequency data of the existing. As results, the temperature characteristics of ball bearing were analyzed under various loading conditions. Finally it was confirmed that the infrared technique was useful for real-time detection of the bearing damages.

• Proceedings of the Korean Society for Agricultural Machinery Conference
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• 2002.02a
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• pp.297-303
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• 2002

배 골판지 포장상자의 진동특성을 계측, 분석하기 위하여 유압가진기을 이용하여 단일 포장상자의 진동실험 및 적재된 포장상자의 진동실험을 위한 시스템을 구성하고 진동특성 계측용 컴퓨터 프로그램을 개발하며 진동실험을 하였으며, 그 결론은 다음과 같다. 1. 유압가진기의 성능실험을 하여 배 골판지 포장상자의 진동실험에 적합한 것으로 나타났다. 2. 단일 배 골판지 포장상자의 피크 주파수는 27.02 Hz이었으며, 피크 가속도는 1.9 G이었다. 3. 적재된 배 골판지 포장상자와 적재 단수별 피크 주파수는 19.02, 18.14, 16.62 및 15.40 Hz이었으며, 피크 가속도는 2.2987, 3.7654, 5.6087 및 7.9852 G이었다. 4. 배의 경우에는 운송시 과도한 진동에 노출되어 손상을 입게 되는데 만약 골판지 상자안의 배가 팰리트 적재로 운송시 15∼20 Hz 주파수 대역의 진동을 하게 되면 포장상자의 최하단에서부터 최상단까지 가속도와 변위가 증가되어 배의 심각한 멍(bruise) 손상을 초라하게 된다. 5. 배 골판지 포장상자의 진동시 최하단의 상자의 경우에는 상단에 위치한 상자로부터 진동에 의한 압축력을 받아 배의 손상 원인이 되었다. 이것은 농산물이 유통중의 진동에 노출되었을 때 농산물의 손상은 최하단의 골판지 포장상자의 압상의 원인이 제일 크다는 것을 알 수가 있었다.

• Journal of the Earthquake Engineering Society of Korea
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• v.14 no.3
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• pp.1-10
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• 2010

The target performance of a current seismic design code is to achieve collapse-prevention in order to minimize casualties. Existing structures are also being retrofitted to meet this target performance. This seismic performance seems to have been achieved in recent great overseas earthquakes, but the accompanying enormous economic loss is pointed out as a new problem. A new seismic design concept over the current target performance is required to reduce economic loss, in which a target performance is determined by the damage probability in order to control the damage levels of structures. In this study, the seismic behavior of bridges having different characteristics was investigated by nonlinear seismic analyses, and fragility curves with respect to a reference damage level were derived. Based on these results, the characteristics of target ductilities satisfying a target damage probability were investigated.

• Composites Research
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• v.20 no.4
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• pp.42-50
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• 2007

This paper describes the results of experiments and numerical simulation studies on the low-velocity impact damage of two different sandwich composite panels for application to bodyshell and floor structure of the BIMODAL tram vehicle. Square test samples of 100mm sides were subjected to low-velocity impact loading using an instrumented testing machine at four impact energy levels. Part of this work presented is focused on the finite element analysis of low-velocity impact response onto a sandwich composite panels. It is based on the application of explicit finite element (FE) analysis codes LS-DYNA 3D to study the impact response of sandwich structures under low-velocity impact conditions. Material testing was conducted to determine the input parameters for the metallic and composite material model, and the effective equivalent damage model for the orthotropic honeycomb materials. Numerical and experimental results showed a good agreement for damage area and the depth of indentation of sandwich composite panels created by the impact loading.

• The Journal of the Convergence on Culture Technology
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• v.10 no.3
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• pp.845-849
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• 2024

Currently, rail surface defects are increasing due to the aging of urban railway rails, but in the detailed guidelines for track performance evaluation established by the country, rail surface damage is inspected with the naked eye of an engineer and with simple measuring tools. It is very important to discover defects in the rail surface through periodic track tours and visual inspection. However, evaluating the severity of defects on the rail surface based on the subjective judgment of the inspector has significant limitations in predicting damage inside the rail. In this study, the characteristics of cracks inside the rail due to rail surface damage were studied. In field measurements, rail surface damage was selected, old rail samples were collected in the acceleration and braking sections, and a scanning electron microscope (SEM) was used to evaluate the rail surface damage was used to analyze the crack characteristics. As a result of the analysis, the crack mechanism caused by the running train and the crack characteristics of the acceleration section where cracks occur at an angle rising toward the rail surface were experimentally proven.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.25 no.1
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• pp.81-89
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• 2012

This study propose the vibration-based damage monitoring scheme for steel girder bolt-connection member by using wireless acceleration sensor node. In order to achieve the objective, the following approaches are implemented. Firstly, wireless acceleration sensor node is described on the design of hardware components and embedded operation software. Secondly, the vibration-based damage monitoring scheme of the steel girder bolt-connection member is described. The damage monitoring scheme performed global damage occurrence alarming and damage localization estimation by the acceleration response feature analysis. The global damage alarming is applied to the correlation coefficient of power spectral density. The damage localization estimation is applied to the frequency-based damage detection technique and the mode-shape-based damage detection technique. Finally, the performance of the vibration-based damage monitoring scheme is evaluated for detecting the bolt-connection member damage on a lab-scale steel girder.

• Proceedings of the KIEE Conference
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• 2006.10a
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• pp.184-185
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• 2006

환경오염 등으로 최근 자주 발생하는 국지성 집중호우로 인해 건물 중에서 지하 변전실은 가장 먼저 침수가 발생하게 된다. 따라서 본 논문은 지하에 시설된 전기 설비 중 몰드 변압기의 표면이 수분과 같은 불순물에 의해 오염될 경우 절연물에 미치는 영향과 위험성을 알아보기 위한 것으로 건조 시와 수용액 분무 후에 대한 연면손상에 대해 연구하였다. 실험 장치는 고전압 발생장치, 전극, 촬영장치 등으로 구성되었으며, 실험 결과 불꽃의 형상은 건조 시에는 가늘고 강한 빛으로 거의 직선적이고, 수용액 분 후는 산발적으로 광범위하게 나타난다. 방전에 의한 연면손상 특성을 보면 건조 시와 수용액 분무 후 모두 전극 간격이 증가할수록 탄화의 흔적이나 손상의 정도가 감소함을 알 수 있었으며 전반적으로 수용액 분무 후는 건조 시 보다 탄화 및 손상의 정도가 낮은 반면 부위는 광범위한 것으로 나타났다.

• Journal of the Korean Geosynthetics Society
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• v.3 no.4
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• pp.29-40
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• 2004

The factors affecting the long-term design strength of geogrids can be classified into factors on creep deformation, installation damage, temperature, chemical degradation, biological degradation. Especially, creep deformation and installation damage are considered as main factors to determine the long-term design strength of geogrids. This paper describes the results of a series of experimental investigation, which were conducted to assess the installation damage according to different fill materials and creep characteristic of various geogrids. The results of this study show that the installation damage and creep deformation of geogrids significantly depends on a row material and a manufacturing process of geogrids.

• Journal of the Korea institute for structural maintenance and inspection
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• v.25 no.6
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• pp.19-26
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• 2021

The seismic isolation system have been applied in order to protect the collapse of bridge by seismic load and the vertical load transmitted from the superstructure. However, the failure and damages of non-shrinkage mortar, isolator and wedge in total 12 bridge were reported by Pohang Earthquake. In this study, the damage mechanism and behavior characteristics of elastomeric bearing by an earthquake were evaluated to consider the seismic isolation system including non-shrinkage mortar and the seat concrete of pier. To discuss the effect of installed wedge and damage mode of elastomeric bearing, the compressive-shear tests were carried out. Also, the mechanical behaviors and damage mechanism for each component of elastomeric bearing were evaluated by using finite element analysis. From the test results, the cracks were created at boundary between non-shrinkage mortar and seismic isolator and the shear loads were rapidly increased after bump into wedge. The cause for damage mechanism of seismic isolation system was investigated by comparing stress distribution of anchor socket and non-shrinkage mortar depending on wedge during earthquake.

• Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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• 2004.11a
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• pp.21-24
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• 2004

Pseudo-MOSFET의 제작을 위해서는 표면 실리콘 층의 식각 공정이 필요하며, 공정의 간편성으로 인해 주로 RIE(Reactive Ion Etching)를 사용하고 있다. 하지만, RE 공정 도중 발생하는 Plasma에 의해서 SOI 층이 손상을 받게 되고 이 영향으로 소자의 특성이 열화 될 가능성이 있다. 이러한 특성의 열화를 확인하기 위하여 소자 제작을 위한 표면 실리콘 층의 식각을 RIE 공정과 TMAH 용액을 이용한 습식 식각을 각각 행하여 그 특성을 비교한 결과, 건식 식각된 시편에서 계면상태 밀도의 증가, 이동도의 감소 등 특성 열화 현상이 현저히 나타났다. 이러한 RIE 공정 중 발생하는 손상을 제거하기 위하여 저온 열처리를 하였으며 그 결과 $400^{\circ}C$ $N_2$ 분위기에서 4시간 동안 열처리를 하여 습식 식각된 시편과 동일한 특성을 가지게 할 수 있었다.