• Title/Summary/Keyword: 손상상태평가

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Evaluation of Medial Instability of the Knee with Ultrasonography - Technical note - (초음파를 이용한 슬관절 내측 불안정 평가 -측정기법-)

  • Kim, Jung-Man;Lee, Dong-Yeob;Koh, In-Jun;Kim, Seung-Min
    • The Journal of Korean Orthopaedic Ultrasound Society
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    • v.1 no.2
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    • pp.73-77
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    • 2008
  • Purpose: The purpose of this study was to describe the method of dynamic sonographic measurements in the evaluation of the MCL injury of the knee joint while applying valgus and varus stress. Materials and Methods: Seven cases of MCL injury from January to April of 2008 was used for the study. For the evaluation of the medial instability, sonography was used immediately after injury, 6 weeks and 12 weeks after conservative treatment with limited motion brace. The length between the foot of the medial femoral epicondyle and the most proximal point of the tibial cortex was measured in 30 degrees flexion with valgus and varus stress of the knee joint. Results: The foot of the medial epicondyle and the starting point of the proximal tibial cortex underneath the round portion of the articular cartilage were always able to be seen on ultrasonography, even in varus and valgus stress with gravity in 30 degrees flexion of the knee joint. The results of measurements were always constant. Conclusion: Sonography can be used in evaluation of medial instability under the dynamic valgus and varus stress of the knee joint without further injury.

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Seismic Fragility Analysis of Reinforced Concrete Bridge Piers According to Damage State (철근콘크리트 교량 교각의 손상상태에 따른 지진취약도 해석)

  • Jeon, Jeong Moon;Shin, Jae Kwan;Shim, Jae Yeob;Lee, Do Hyung
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.34 no.6
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    • pp.1695-1705
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    • 2014
  • In the present study, a total of 275 tested specimens (149 of non-seismically designed and 126 of seismically designed) for reinforced concrete bridge piers with circular section have been investigated in order to suggest drift limits probabilistically according to damage states in seismic fragility analysis. Thus, quantitative damage states of the piers have been evaluated depending on details of the piers. Nonlinear time-history analyses have been conducted for a damaged bridge in terms of using the suggested drift limits. Then, seismic fragility analysis for a reinforced concrete bridge structure has been conducted using both suggested and existing drift limits. Comparative analyses have revealed that median values by the suggested limits is smaller than those by the existing limits. This implies that seismic performance of the structure can be overestimated when the existing limits are used.

통합형 점소성 구성방정식을 적용한 유한요소해석에 관한 연구

  • Kim, Jong-Beom;Lee, Hyeong-Yeon;Yoo, Bong;Kwak, Dae-Young;Lim, Yong-Taek
    • Proceedings of the Korean Nuclear Society Conference
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    • 1995.05a
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    • pp.1014-1020
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    • 1995
  • 고온구조물은 고온에서의 운전상태에 따라 복잡한 하중이력을 경험하게 됨으로써 상온에서 발생하는 손상 기구와는 달리 온도 의존성을 가질 뿐만 아니라, 상온에서 볼 수 없는 크립-피로의 상호작용에 의한 손상현상이 나타나게 된다. 따라서 고온 구조물의 건전성 평가를 위한 비탄성 해석을 신뢰성 있게 수행하기 위해서는 구조물의 비선형 거동을 비교적 정확히 예측할 수 있는 통합 구성방정식의 개발 및 적용과 온도에 따른 재료의 물성치 확보가 필수적이다. 본 연구에서는 통합 점소성 모델인 수정된 Chaboche 모델에 대해서 내연적 시간 적분법을 적용하여 ABAQUS의 UMAT으로 구현하였고, 개발된 프로그램을 이용하여 INCONEL 718을 사용한 단순 인장해석, 반복 소성 특성해석 및 크립 해석을 수행하여 프로그램의 신뢰성을 평가하였다. 또한 원공이 있는 평판에 대한 예제해석을 수행함으로써 개발된 프로그램이 고온구조물의 건전성 평가를 위한 비탄성 해석에 적절하게 적용될 수 있음을 확인하였다.

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Seismic Fragility Analysis of a RC Bridge Including Earthquake Intensity Range (지진강도 범위를 고려한 철근콘크리트 교량의 지진취약도 해석)

  • Lee, Do Hyung;Jeong, Hyeon Do;Kim, Byeong Hwa
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.38 no.5
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    • pp.635-643
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    • 2018
  • In the present study, influence of earthquake intensity range on seismic fragility analysis of a RC bridge has been evaluated. For this purpose, a RC bridge damaged by a past earthquake has been selected, and analytical model of the bridge has been developed for nonlinear dynamic time-history analysis. A total of 25 recorded earthquake motions have been employed for the nonlinear analysis from which maximum lateral drift ratio of piers are obtained. Then, seismic fragility analysis has been conducted for the bridge using the nonlinear analysis results. Probability of exceeding damage has been computed in terms of using the maximum likelihood estimation, and effect of earthquake intensity range of the motions on seismic fragility curves has been assessed analytically. Analytical predictions indicate that the earthquake intensity range is of utmost significance for rationale seismic fragility analysis reflecting a physical damage state of a bridge and seismic performance evaluation of such bridge.

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.

Application of Damage Index for Limit State Evaluation of a Steel Pipe Tee (강재 배관 Tee의 한계상태 평가를 위한 손상지수의 적용)

  • Kim, Sung-Wan;Yun, Da-Woon;Jeon, Bub-Gyu;Kim, Seong-Do
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.26 no.4
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    • pp.30-39
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    • 2022
  • Maintaining structural integrity of major apparatuses in a nuclear power plant, including piping system, is recognized as a critical safety issue. The integrity of piping system is also a critical matter related to the safety of a nuclear power plant. The actual failure mode of a piping system due to a seismic load is the leakage due to a fatigue crack, and the structural damage mechanism is the low-cycle fatigue due to large relative displacement that may cause plastic deformation. In this study, in-plane cyclic loading tests were conducted under various constant amplitudes using specimens composed of steel straight pipes and a steel pipe tee in the piping system of a nuclear power plant. The loading amplitude was increased to consider the relative displacement generated in the piping system under seismic loads, and the test was conducted until leakage, which is the limit state of the steel pipe tee, occurred due to fatigue cracks. The limit state of the steel pipe tee was expressed using a damage model based on the damage index that used the force-displacement relationship. As a result, it was confirmed that the limit state of the steel pipe tee can be quantitatively expressed using the damage index.

Deterioration Evaluation Method of Noise Barriers for Managements of Highway (고속도로 방음벽 유지관리를 위한 방음벽 노후도 평가 방안)

  • Kim, Sangtae;Shin, Ilhyoung;Kim, Kyoungsu;Kim, Daae;Kim, Heungrae;Im, Jahae;Lee, Jajun
    • Journal of Environmental Impact Assessment
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    • v.28 no.4
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    • pp.387-399
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    • 2019
  • This research aimed to prepare the classification of the damage types and the damage rating system of noise barriers for expressway noise barriers and to develop deterioration evaluation method of noise barriers by reflecting them. The noise barrier consists of soundproof panels, foundations and posts and the soundproof panels with 10 different types of materials are used in a single or mixed form.In this paper, damage of soundproof panel shows a single or composite damage, and thus a evaluation model of deterioration has been developed for noise barriers that can reflect the characteristic of noise barriers. Materials used mainly for soundproof walls were divided into material types for metal, plastic, timber, transparent and concrete. And damage types for noise barrier were classified into corrosion, discoloration, deformation, spalling and dislocation and damage types were subdivided according to the noise barrier's components and materials. Damage rating was divided into good, minor, normal and severe for each major part of noise barrier to assess damage rating of soundproof panel, foundation and post. The deterioration degree of noise barrier was evaluated comprehensively by using the deterioration evaluation method of whole noise barrier using weighted average. Deterioration evaluation method that can be systematically assessed has been developed for noise barrier using single or mixed soundproof panel and noise barrier with single or complex damage types. Through such an evaluation system, it is deemed that the deterioration status of noise barrier installed can be systematically understood and utilized for efficient maintenance planning and implementation for repair and improvement of noise barriers.

Damage Estimation Method for Wind Turbine Tower Using Modal Properties (모드특성을 이용한 풍력발전기 타워의 손상추정기법)

  • Lee, Jong Won;Bang, Je Sung;Kim, Sang Ryul;Han, Jeong Woo
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.16 no.2
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    • pp.87-94
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    • 2012
  • A damage estimation method of wind turbine tower using natural frequency and mode shape is presented for effective condition monitoring. Dynamic analysis for a wind turbine was carried out to obtain the response of tower from which modal properties were identified. A neural network was learned based on training patterns generated by the changes of natural frequency and mode shape due to various damages. The changes of modal property were calculated using a program for modal parameter estimation. Damage locations and severities could be successfully estimated for 10 damage cases including multi-damage cases using the trained neural network. The damage severities for very small damages generally tends to be slightly under-estimated however, the identified damage locations agreed reasonably well with the accurate locations. Enhancement of the estimation result for very small damage and verification of the proposed method through experiment will be carried out by further study.

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.

Load-carrying Capacity Evaluation Method for RC Slab Bridges using the Damage Evaluation Process (손상도 평가 프로세스를 이용한 RC 슬래브 교량의 공용내하력 평가 방안)

  • Lee, Hee-Hyun;Kim, Yuhee;Jeon, Jun-Chang
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.43 no.5
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    • pp.543-553
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    • 2023
  • This study was conducted to propose a simple method to evaluate the load-carrying capacity of RC slab bridges, which have been most frequently constructed in Korea. A number of RC slab bridges have been considerably deteriorated associate with the long service year. However, since these bridges are not included in the 1st and 2nd class infrastructures due to their short span length, they have been relatively neglected compared to other bridge types in terms of safety management. In the previous theoretical study, a process (draft) was proposed for evaluating the damage of RC slab bridges using the relationship between the displacement response ratio and the stiffness reduction rate derived by the measured displacement and natural frequency. In this paper, to verify the validity of the proposed damage evaluation process (draft), the results to the actual bridges were compared with the safety grade and the Matsui's deterioration index. In addition, to enhance the practical applicability of the existing process (draft), an improved method approximately evaluating the load-carrying capacity using only the measured natural frequency was presented. If an error of 10% of the load-carrying capacity is allowed, it is judged that the proposed damage evaluation process can be appropriately used not only for evaluating the safety of RC slab bridges, but also for determining priorities for their maintenance.