• Title/Summary/Keyword: 특성손상상태

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Analysis of Micro- to Macro-Mechanics in Granitic Rock: Experimental Observation and Theoretical Consideration (화강암질암에 대한 미시적에서 거시적 손상역학의 해석 : 실험 및 이론)

  • Jeong, Gyo-Cheol
    • Economic and Environmental Geology
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    • v.27 no.5
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    • pp.499-505
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    • 1994
  • Local stress concentrations often cause new micro-damaging induced by a healed pre-existing defects, and the macro-damage is developed by propagation and coalescence of the micro-damage. The micro-damage causes non-linear deformation in rock material. Considerable work has also been applied to describe mathematically the behavior of cracks under stress. Although these mathematical models can usually be made to agree quite well with the measured data, but it is questionable how well the models describe real rock including microcracks in pre-failure state, such as their micro-damage mechanisms. In the present study, micro-damage initiation and propagation in granitic rock under increasing stress were observed directly. Furthermore, a stress analysis considering the bisphere model was carried out using the homogenization theory to analyze the mechanics of the stress-induced micro-damage.

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Finite Element Analysis of RC Structures considering Bond Characteristics (부착특성을 고려한 RC구조물의 유한요소 해석)

  • 한상호
    • Magazine of the Korea Concrete Institute
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    • v.9 no.5
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    • pp.157-164
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    • 1997
  • 일반적으로 콘크리트와 철근간의 경계면을 나타내는 유한요소법에는 균열의 부근에서 발생하는 부착열화 현상을 고려하지 않고 있다. 이것은 균열 부근에서 과도한 부착을 초래하고 , 국소 변형과 균열의 진전에도 영향을 준다. 본 연구에서는 철근콘크리트 구조물의 균열부근에서 일어나는 부착거동의 변화를 고려한 비선형 부착응력-미끄럼 모델을 제안하였다. 철근과 콘크리트간의 경계면에는 링크요소를 이용하였고, 링크의 특성은 철근을 가로지르는 균열의 상태에 따라 변하도록 조정하였다. 균열의 형성상태를 정량화하고, 부착거동을 두 포락선 1) 균열로부터 충분히 떨어진 위치에서의 부착상태를 모델링한 외연포락선, 2)횡균열면에 있어서의 부착상태를 모델링한 내연포락선의 사이에 변이시키기 위하여 비국소적 손상도 개념을 도입하였다. 이 방법의 유효성을 알아보기 위하여 편재하중을 받는 T형 교각의 실험 및 해석결과를 제시하였다. 제안된 모델의 결과를 실험결과와 비교하여 본 모델의 유용성을 검증하였다.

척추 탈출 디스크 제거를 위한 미세 플라즈마 발생 장치 연구

  • Kim, Gon-Ho;Yun, Seong-Yeong;Gwon, Ho-Cheol
    • Proceedings of the Korean Vacuum Society Conference
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    • 2010.02a
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    • pp.46-46
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    • 2010
  • 최근 상압 저온 플라즈마에서 발생되는 UV와 화학적 활성종들을 이용한 체내 조직 분해 처리, 피부 및 혈관 표면 처리, 대기 및 액체 정화 처리 등의 생체 의료적 응용이 활발하게 연구되고 있다. 이러한 플라즈마에서는 처리 대상 외의 생체 조직의 손상을 최소화 할 수 있는 기술이 필요하며, 이 조건이 확보된 상태에서 처리 목표 대상에 따른 플라즈마 특성, 즉 선택적 생성종 제어와 플라즈마 온도를 안정적으로 관리할 수 있어야 한다. 인체 내부 조직에 대하여 유효 활성종 등의 직접적인 작용이 필요할 경우 밀리미터 크기 이하의 미세침습성 플라즈마를 활용하게 된다. 이 경우 방전 특성을 간접적으로만 관측 가능하여 주변 조직과 플라즈마 간의 상호 영향 등이 고려되어야 하므로 직접적인 관측이 가능한 인체 외부에서 발생된 플라즈마에 비해서 더욱 정교한 제어가 필요하다. 본 연구에서는 미세 침습성 플라즈마의 발생 메커니즘 및 특성 분석을 수행하여 척추 디스크 탈출 치료 시술에 활용하기 위한 연구를 수행하였다. 처리 대상 조직으로의 접근 시 주변 조직의 손상을 막기 위하여 수 밀리미터 이하의 미세한 전극을 이용하였으며 전기 전도성을 띄는 인체 내부에서 절연공간의 확보를 위해 전극 표면에서 기포를 발생시켜 플라즈마 방전이 가능한 조건을 확보하였다. 또한 플라즈마 방전이 중단되거나 혹은 갑작스런 열 플라즈마로의 천이로 인해 생체에 심각한 열 손상을 초래하는 현상을 방지하기 위하여 발생 플라즈마와 주변 디스크간의 상호 영향을 통한 플라즈마의 동적인 특성 변화 및 안정적인 플라즈마 발생을 위한 조건을 도출하였다. 이를 실제 임상 실험에 활용한 결과를 소개하고 아울러 차세대 의료용 플라즈마 발생 장치 개발을 위한 플라즈마 학계의 관심을 이끌어 보고자 한다.

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Treatment of Acromioclavicular Joint Injury (견봉 쇄골인대 손상의 치료)

  • Noh, Kyu-Cheol;Lee, Jae-Won;Yoo, Yon-Sik
    • Journal of the Korean Arthroscopy Society
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    • v.15 no.1
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    • pp.58-68
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    • 2011
  • Acromioclavicular (AC) joint dislocations are common injuries in active individuals secondary to direct force on the lateral aspect of the adducted shoulder. Complete disruption of the acromioclavicular and coracoclavicular (CC) ligaments may occur, depending on the magnitude of the insulting force. Most of these injuries are successfully treated without surgery. However, for the treatment of cases in which surgical management is warranted, there are more than 100 surgical techniques available without a gold standard technique. We review the anatomy of the acromioclavicular joint, the diagnosis of disorders of this joint, and the different treatment options in this article.

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Evaluation of Rail Surface Defects Considering Vehicle Running Characteristics (열차주행특성을 고려한 레일표면결함 분석)

  • Jung-Youl Choi
    • 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.

Simulation-Based Damage Estimation of Helideck Using Artificial Neural Network (인공 신경망을 사용한 시뮬레이션 기반 헬리데크 손상 추정)

  • Kim, Chanyeong;Ha, Seung-Hyun
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.33 no.6
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    • pp.359-366
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    • 2020
  • In this study, a simulation-based damage estimation method for helidecks is proposed using an artificial neural network. The structural members that share a connecting node in the helideck are regarded as a damage group, and a total of 37,400 damage scenarios are numerically generated by applying randomly assigned damage to up to three damage groups. Modal analysis is then performed for all the damage scenarios, which are selectively used as either training or validation or verification sets based on the purpose of use. An artificial neural network with three hidden layers is constructed using a PyTorch program to recognize the patterns of the modal responses of the helideck model under both damaged and undamaged states, and the network is successively trained to minimize the loss function. Finally, the estimated damage rate from the proposed artificial neural network is compared to the actual assigned damage rate using 400 verification scenarios to show that the neural network is able to estimate the location and amount of structural damage precisely.

Seismic Fragility Evaluation of Bridges Considering Rebar Corrosion (철근 부식을 고려한 교량의 지진취약도 평가)

  • Shin, Soobong;Kong, Sina;Moon, Jiho;Song, Jong-Keol
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.34 no.4
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    • pp.231-241
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    • 2021
  • Although the deterioration of bridges may occur due to various causes, one of the representative causes is that the chloride used for deicing in the winter penetrates bridge members and results in corrosion. This study aims to quantify the ageing degree resulting from the corrosion of a bridge, apply it to the inelastic dynamic analysis model of the bridge, perform a seismic fragility analysis, and evaluate the relationship between the ageing degree and the seismic fragility curve. It is important to appropriately define the threshold values for each damage state in seismic fragility analyses considering the ageing degree. The damage state was defined using the results of existing experimental studies on the characteristics of the deterioration in the displacement ductility capacity of the pier, according to the ageing degree. Based on the seismic fragility analyses of six types of bridges divided by three types of bearing devices and two pier heights, it was found that the seismic vulnerability tends to increase with the ageing degree. The difference in seismic vulnerability with respect to the ageing degree exhibits a tendency to increase as the damage state progresses from slight to moderate, severe, and collapse.

A Study on Bond Properties of Joint Grouting Materials for Precast Concrete Bridge Decks (프리캐스트 콘크리트 교량바닥판 이음부 채움재의 부착특성연구)

  • 김영진;정철헌;심창수
    • Magazine of the Korea Concrete Institute
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    • v.10 no.1
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    • pp.153-159
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    • 1998
  • 최근 교통량의 증가에 의해 직접 하중을 부담하는 교량바닥판의 손상이 심각한문제로 부각되고 있다. 더욱이 차량하중의 증가는 바닥판손상을 더욱 가속화시키고 있는 실정이다. 바닥판의 손상이 심한 경우에는 교체 또는 성능개선공사를 시행하게 되는데, 이때 기존의 현장타설바닥판이 갖는 단점을 보완할 수 있는 프리캐스트 콘크리트 바닥판은 공기단축, 품질확보 등의 측면에서 매우 효과적인 대체공법이 될 수 있다. 프리캐스트 콘크리트 바닥판은 기존의 현장타설바닥판과달리 바닥판간에 이음부를 갖는 구조적 특징이 있으며, 다양한응력상태에 있는 바닥판중에 존재하는 비연속부인 이음부와 콘크리트 부재사이의 원활한 하중전달을 위해 부착강도는 매우 중요하다. 따라서 본 연구에서는 이음부의 부착강도를 함리적으로 평가할 수 있는 새로운 실험방법을 제안하고 이를 이용하여 휨, 직접인장 및 전단실험을 수행하였다. 또한 구성재료에 대한 압축, 휨인장 및 할렬인장강도 특성도 평가하였 다. 부착 및 강도특성에 관한 실험결과, 제안된 실험방법을 이용하면 실제에 근접한 부착강도를 평가할 수 있으며 국내에서 사용되는 충전재료중 무수축모르터가 프리캐스트 콘크리트 바닥판간 이음부의 채움재로서의 기본요건을 만족하고 있는 것을 알 수 있었다.

Damage Characteristics of Korean Traditional Textiles by Formaldehyde (포름알데히드에 의한 전통직물의 손상 특성)

  • Kim, Myoung Nam;Lim, Bo A;Lee, Sun Myung
    • Journal of Conservation Science
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    • v.30 no.4
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    • pp.353-364
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    • 2014
  • Formaldehyde(HCHO) may have a damage effect on Korean traditional textiles, because concentration is high and occurrence frequency is frequent at the exhibition room and storage area. Total 20 specimens were prepared using 4 different materials (silk, cotton, ramie, hemp) after dyeing with 5 colors (undyed, red, yellow, blue, black). The specimens were exposed to HCHO gas in the test chamber. The gas acceleration test was conducted to identify the deterioration of Korean traditional textiles according to HCHO concentration(0.5, 1, 10, 100, 500ppm), to temperature-humidity condition at HCHO 500ppm, and deterioration conditions at HCHO 500ppm. Optical, chemical, and physical evaluation was carried out after the exposure. The results, color difference, grey scale rating, formate($HCO_2{^-}$) of some textiles increased at 500ppm, while pH decreased at 500ppm. Also, color difference, grey scale rating, formate($HCO_2{^-}$) of some textiles increased double damage at high temperatures & humidity, high humidity condition. But, damages of accelerated degradation textiles were slight, because of degradation degree and degradation products. The results suggest that determined the damage to the korean traditional textile, damage level, damage-weighted condition, damage to accelerated degradation textiles. In addition, formaldehyde damaged to yellowing of red textiles, bleaching of accelerated degradation textiles, formic acid damaged to bleaching of total 20 specimens.

Defining the hydraulic excavation damaged zone considering hydraulic aperture change (수리적 간극변화를 고려한 수리적 굴착손상영역의 정의에 관한 연구)

  • Park, Jong-Sung;Ryu, Chang-Ha;Lee, Chung-In;Ryu, Dong-Woo
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.9 no.2
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    • pp.133-141
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    • 2007
  • The excavation damaged zone (EDZ) is an area around an excavation where in situ rock mass properties, stress condition, displacement, groundwater flow conditions have been altered due to the processes induced by the excavation. Various studies have been carried out on EDZ, but most studies have focused on the mechanical bahavior of EDZ by in situ experiment. Even though the EDZ could potentially form a high permeable pathway of groundwater flow, only a few studies were performed on the analysis of groundwater flow in EDZ. In this study, the 'hydraulic EDZ' was defined as the rock zone adjacent to the excavation where the hydraulic aperture has been changed due to the excavation by using H-M coupling analysis. Fundamental principles of distinct element method (DEM) were used in the analysis. In the same groundwater level, the behavior of hydraulic aperture near the cavern was analyzed for different stress ratios, initial apertures, fracture angles and fracture spacings by using a two-dimensional DEM program. We evaluate the excavation induced hydraulic aperture change. Using the results of the study, hydraulic EDZ was defined as an elliptical shape model perpendicular to the joint.

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