• 제목/요약/키워드: panel evaluation

검색결과 760건 처리시간 0.027초

촉진열화 및 장기폭로시험에 의한 고성능 PC패널의 내구성능 및 열화특성 (Characterization of Durability of PC panel by Accelerating Test in Deterioration Chamber and Long-Term Field Exposure Test)

  • 마상준;장필성;최재석;주정민
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2008년도 추계 학술발표회
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    • pp.1549-1554
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    • 2008
  • In this paper, The evaluation of durability of the PC Panel lining for tunnel structure was examined through the rapid test by carbonation and freezing and thawing. Also for the purpose of improvement of durability. Namely, the durable characteristics of PC Panel lining by carbonation and freezing and thawing, was evaluated by rapid test and long-term field exposure test and main influence factors were derived. As a result of test, Correlation of accelerating test in deterioration chamber and long-term field exposure test, it will be expected that the proposed correlation well to the prediction of life expectancy of structure and is contributed greatly in the future.

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리브 형상을 갖는 반단면 프리캐스트 바닥판의 피로 안전성 평가 (Fatigue Safety Evaluation of the Half-Depth Precast Deck with RC Rib Panel)

  • 황훈희
    • 한국안전학회지
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    • 제34권5호
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    • pp.103-110
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    • 2019
  • In order to reduce the accidents occurring at construction sites, it is necessary to approach with harmonious measures considering various aspects such as systems, training, facilities, and protection equipments. Suggestion of safe construction method can be a good alternative. In the previous study, the half-depth precast deck with RC rib panel was proposed as an alternative method for safe bridge deck construction, and the performance required by the design code was verified through a four-point bending test. But the actual bridge deck is subjected to the repetitive action of the wheel load rather than the bending condition due to the four-point load. In this study, fatigue test was performed by repeating the wheel load $2{\times}10^6$ cycles to verify the safety of the half-depth precast deck with RC rib panel under actual conditions. As a result, fatigue effect due to repetition of wheel load was not significant in terms of serviceability such as crack width and deflection. In the residual strength test conducted after the fatigue test, the half-depth precast deck with RC rib panel failed by punching shear which is typical failure mode of bridge decks and the residual strength was similar to the punching strength of the RC and PSC bridge decks in spite of the fatigue effects.

고무보판 패널 철도건널목 시스템의 고속열차 풍하중에 대한 구조 안정성 분석 (Evaluation on Structural Stability of Railway Level Crossing System using Rubber Panel by High Speed Train Gust)

  • 최정열;김상진;신태형;정지승
    • 문화기술의 융합
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    • 제5권2호
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    • pp.355-360
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    • 2019
  • 본 연구에서는 고속열차 주행 중 발생하는 풍하중 안정성 검토조건을 준용하여, 열차속도 300km/h와 360km/h에 대한 고속선로용 고무보판 패널 구조의 열차 풍하중에 대한 구조적 안정성을 검토하였다. 이를 위해 고무보판 패널 시스템이 가장 복잡한 구성으로 설치될 수 있는 현장조건을 적용하여 3차원 해석모델링을 이용한 정밀 수치해석을 수행하였으며, 이를 통해 고속열차 풍하중에 대한 고무보판 패널 시스템의 구조적 안정성을 해석적으로 입증하였다.

슬래브-기둥 접합부의 구속도 및 드롭패널에 따른 방폭 성능 평가 (Evaluation of Blast Resistance of Slab-Column Connections According to the Confinement Effects and Drop Panel)

  • 임광모;이주하
    • 대한토목학회논문집
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    • 제37권2호
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    • pp.451-457
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    • 2017
  • 본 연구에서는 폭발하중을 받는 슬래브-기둥 접합부의 거동을 해석적으로 분석하였다. 슬래브-기둥의 거동을 분석하기 위해 유한요소해석프로그램 LS-DYNA를 사용하여 폭발해석을 수행하였다. 대상 접합부의 형태는 일반적인 내부기둥형태의 슬래브-기둥 접합부와 기둥주위에 드롭패널(drop panel)을 보강한 접합부로 설정하였다. 또한, 슬래브에 의한 기둥의 구속도에 따라 내부기둥, 외부기둥 그리고 모서리기둥 시험체를 모델링하여 비교분석이 수행되었다. 해석결과는 접합부의 파괴형상, 단위부재의 거동 등을 포함하고 있다. 해석결과 드롭패널을 보강한 경우 슬래브-기둥 접합부의 거동이 향상되는 것을 확인하였으며 슬래브에 의한 기둥의 구속도가 감소할수록 거동이 저하되는 것을 확인하였다.

방사소음 및 투과소음에 대한 승용차량 대시패널의 설계인자 별 영향도 분석 (Evaluation of Design Variables to Improve Sound Radiation and Transmission Loss Performances of a Dash Panel Component of an Automotive Vehicle)

  • 유지우;채기상;박철민;서진관;이기용
    • 한국소음진동공학회논문집
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    • 제22권1호
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    • pp.22-28
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    • 2012
  • While a dash panel component, close to passengers, plays a very important role to protect heat and noise from a power train, it is also a main path that transfers vibration energy and eventually radiates acoustic noise into the cavity. Therefore, it is important to provide optimal design schemes incorporating sound packages such as a dash isolation pad and a floor carpet, as well as structures. The present study is the extension of the previous investigation how design variables affect sound radiation, which was carried out using the simple plate and framed system. A novel FE-SEA hybrid simulation model is used for this study. The system taken into account is a dash panel component of a sedan vehicle, which includes front pillars, front side members, a dash panel and corresponding sound packages. Design variables such as panel thicknesses and sound packages are investigated how they are related to two main NVH indexes, sound radiation power(i.e. structure-borne) and sound transmission loss(i.e. air borne). In the viewpoint of obtaining better NVH performance, it is shown that these two indexes do not always result in same tendencies of improvement, which suggests that they should be dealt with independently and are also dependent on frequency regions.

CFT 기둥-H형강보 엔드플레이트 접합부의 보-패널존 강도비에 따른 내진성능 평가 (Evaluation of Seismic Performance in Relation to Beam-Panel Zone Strength Ratio of CFT Column to H-beam Endplate Connections)

  • 김영주;김재건;오영석;문태섭
    • 한국강구조학회 논문집
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    • 제12권6호
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    • pp.769-777
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    • 2000
  • 본 논문은 CFT기둥-H형강보 철골 모멘트 접합부의 보-패널존 강도비에 의한 내진거동을 평가하였다. 보에 대한 패널존의 상대강도를 주요변수로 하였다. 각 실험체는 $H-350{\times}175{\times}7{\times}11$ 보(SS400)와 ${\boxe}-250{\times}250{\times}9$, ${\boxe}-250{\times}250{\times}12$ 기둥(SPSR400)으로 제작되었다. 실험체의 에너지 흡수량은 5.2~12.7(tm)의 분포를 나타냈다. 패널존이 보에 비해 너무 강하거나 약하면, 에너지 흡수능력이 열등했다. 철골 모멘트 저항골조에 있어서 본 실험의 결과는 패널존의 항복을 허용하는 것이 내진거동에 유리함을 나타내고 있다.

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역드랍 패널 적용 전이슬래브-기둥 접합부의 비선형 유한요소해석을 통한 2면 전단거동 분석 (Two-way Shear Behavior Analysis of Transfer Slab-Column Connection with Reverse Drop Panel Through Nonlinear FE Analysis)

  • 정성훈;강수민;김승일;이창준
    • 한국전산구조공학회논문집
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    • 제33권2호
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    • pp.103-111
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    • 2020
  • 최근 건축구조물에서 전이슬래브 시스템의 사용이 증가하고 있다. 하지만 과도한 전이슬래브의 두께로 인한 경제적, 시공적인 문제가 많이 발생하고 있다. 따라서, 본 연구에서는 피트층의 설비 공간을 활용하여 전이슬래브의 두께를 절감하기 위하여 역드랍 패널을 적용한 전이슬래브 시스템을 고려하였다. 역드랍 패널을 사용하여 전이슬래브의 2면 전단강도를 증진시킴으로써 전이슬래브의 두께를 줄이고자 하였다. 따라서, 역드랍 패널을 이용한 전이슬래브 시스템의 유효성을 검증하고 전단거동을 조사하기 위하여 다양한 설계변수에 대한 역드랍 패널을 적용한 전이슬래브-기둥 접합부의 전단거동을 기존연구에서 검증된 비선형 FEM 해석방법을 사용하여 분석하였다. 최종적으로 비선형 FEM 해석결과와 기존의 2면 전단강도 평가식으로 예측한 전단강도를 비교·분석하여 기존 평가식의 역드랍 패널을 적용한 전이슬래브-기둥 접합부의 2면 전단강도 평가에 대한 유효성을 검증하였다.

아스팔트 콘크리트 궤도용 사전제작형 슬래브 패널 개발 (Development of Prefabricated Slab Panel for Asphalt Concrete Track)

  • 백인혁;이성혁;신응수
    • 한국구조물진단유지관리공학회 논문집
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    • 제23권3호
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    • pp.75-82
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    • 2019
  • 아스팔트 콘크리트(AC) 궤도는 열차 하중에 의한 궤도 하부노반의 발생응력을 최소화하고, 적외선에 민감한 AC의 노출면적을 감소시켜 온도 영향에 따른 AC 도상의 소성변형을 줄일 수 있는 슬래브 패널 개발이 매우 중요하다. 본 연구에서는 형상 설계 및 실내성능시험을 통해 AC 궤도용 슬래브 패널을 개발하였으며, KRL-2012 표준열차하중 모델 및 KR-C코드에 의한 다양한 정적 하중조합에 따른 슬래브 패널에 작용하는 휨 인장응력 및 설계모멘트를 유한요소해석을 통해 구조 안전성을 검토하였다. 또한 AC 궤도용 슬래브 패널의 설계 적합성을 검증하기 위하여, EN 13230-2에 의거 슬래브 패널 주요 위치별로 정적 휨 강도 시험, 동적 휨 강도 시험을 수행하였다. 성능 시험 결과, AC 궤도용 슬래브 패널은 균열 하중 및 균열 확대 여부 등 유럽 표준에서 요구되는 성능 기준을 모두 만족하였다.

고속도로 이용자의 승차감 평가특성 및 만족도 분석과 ROC 곡선을 이용한 평탄성 관리기준 적정성 검토 (Analysis of Riding Quality Acceptability and Characteristics of Expressway Users and Evaluation of MRI Thresholds using Receiver Operating Characteristic curves)

  • 이재훈;손덕수;류성우;김용원;박준영
    • 한국도로학회논문집
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    • 제20권2호
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    • pp.35-44
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    • 2018
  • PURPOSES : The purpose of this research is to analyze the characteristics of panels that affect the evaluating results of riding quality and to evaluate the appropriateness of roughness management criteria based on ride comfort satisfaction. METHODS : In order to analyze the influence of panel characteristics of riding quality, 33 panels, consisting of civilians and experts, were selected. Also, considering the roughness distribution of the expressway, 35 sections with MRI ranging from 1.17 m/km to 4.65 m/km were selected. Each panel boarded a passenger car and evaluated the riding quality with grades from 0 to 10, and assessed whether it was satisfied or not. After removing outlier results using a box plot technique, 964 results were analyzed. An ANOVA was conducted to evaluate the effects of panel expertise, age, driving experience, vehicle ownership, and gender on the evaluation results. In addition, by using the receiver operating characteristics (ROC) curve, the MRI value, which can most accurately evaluate the satisfaction with riding quality, was derived. Then, the compatibility of MRI was evaluated using AUC as a criterion to assess whether the riding quality was satisfactory. RESULTS : Only the age of the panel participants were found to have an effect on the riding quality satisfaction. It was found that satisfaction with riding quality and MRI are strongly correlated. The satisfaction rate of roughness management criteria on new (MRI 1.6 m/km) and maintenance (MRI 3.0 m/km) expressways were 95% and 53%, respectively. As a result of evaluating the roughness management criteria by using the ROC curve, it was found that the accuracy of satisfaction was the highest at MRI 3.1-3.2 m/km. In addition, the AUC of the MRI was about 0.8, indicating that the MRI was an appropriate index for evaluating the riding quality satisfaction. CONCLUSIONS : Based on the results, the distribution of the panels' age should be considered when panel rating is conducted. From the results of the ROC curve, MRI of 3.0 m/km, which is a criterion of roughness management on maintenance expressways, is considered as appropriate.

CIPP 평가모형에 기반한 항공종사자 전문교육기관 교육과정(항공정비사) 평가준거 개발 (Evaluation Criteria Development of Courses Based on CIPP Evaluation Model Dedicated to Approval of Training Organizations)

  • 남명관;박상범
    • 한국항공운항학회지
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    • 제22권4호
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    • pp.8-14
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    • 2014
  • The purpose of this research was to develop evaluation conformity to operate courses based on CIPP evaluation model dedicated to approval of training organizations. In order to achieve the goal, the researchers scrutinized related documents and precedent studies, initiated the draft for evaluation conformity to operate courses and secured validity for evaluation conformity initiated through Delphi Method survey. To secure validity for evaluation conformity, the researchers conducted two Delphi Method surveys of an expert panel of 22 professionals from relevant fields including officials from the Ministry of Land, Infrastructure and Transport, researchers from Korea Transportation Safety Authority, instructors from approved training organizations and officials from industries. Through the surveys, the researchers determined 4 evaluation areas, 13 evaluation items and 52 evaluation indexes as the evaluation conformity to operate courses for aircraft maintenance mechanics. On top of that, the researchers established evaluation system in the courses for aviation professionals (aircraft maintenance mechanics), and suggested a follow-up studies regarding managing the quality of education.