• 제목/요약/키워드: Static Analysis and Test

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비파괴 및 재하시험에 의한 노후 교량의 거동특성 (Behavior Properties of Bridge by Non Destructive and Loading Test)

  • 민정기;김영익
    • 한국농공학회논문집
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    • 제46권1호
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    • pp.61-71
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    • 2004
  • The performance evaluation and deflection of 3 spans concrete simplicity slab bridge analyzed by non-destructive and loading test. Compressive strength of slab and pier appeared in the range of each 353∼366 kgf/$cm^2$ and 152∼215 kgf/$cm^2$ in rebound number test. Also, it appeared that concrete quality of slab was good after performance improvement. The average compressive strength of slab by core picking appeared 229 kg/$cm^2$. In reinforcing bar arrangement test of span and member, it appeared that horizontal and vertical reinforcing bar was arranged to fixed interval. The value of calculation deflection that carried structural analysis with deflection analysis wave in static loading test appeared higher than that of experimental deflection and it appeared that hardness of this bridge was good. Maximum impact factor that estimated from deflection by running speed in dynamic loading test appeared by 0.216 in 10 km/hr running speed.

분산형 고속전철의 하중조건에 따른 정적 하중시험 평가 (The Structural Analysis and Experimental Verification for the Next Generation High Speed EMU)

  • 최정용;정원화;박근수;우관제
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 춘계학술대회 논문집
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    • pp.307-313
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    • 2011
  • Hyundai Rotem Company has designed and manufactured the next generation high speed EMU bodyshell (M3-car). Korean Railway Safety Law specifies the loads vehicle bodies shall be capable of withstanding, identifies what material data shall be used and presents the principles to be used for design verification by analysis. Therefore, in order to fulfill the structural requirements, Hyundai Rotem Company has carried out Finite Element Analysis (FEA) and static load test to verify whether the carbody structure has enough strength to withstand the loads specified by Korean Railway Safety Law. This research contains the results obtained by the FE analysis and static load test. The FE analysis is carried out using NX I-DEAS 6.1 and specially designed test jigs and equipment are used for the load tests.

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MPV 프레임의 피로수명 예측 (Fatigue Life Prediction of a Multi-Purpose Vehicle Frame)

  • 천인범;조규종
    • 한국자동차공학회논문집
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    • 제6권5호
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    • pp.146-152
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    • 1998
  • Recently, for the development of vehicle structures and components there is a tendency to increase using numerical simulation methods compared with practical tests for the estimation of the fatigue strength. In this study, an integrated powerful methodology is suggested for fatigue strength evaluation through development of the interface program to integrate dynamic analysis quasi-static stress analysis and fatigue analysis, which were so far used independently. To verify the presented evaluation method, a single and zigzag bump run test, 4-post road load simulation and driving durability test have been performed. The prediction results show a good agreement between analysis and test. This research indicates that the integrated life prediction methodology can be used as a reliable design tool in the pre-prototype and prototype development stage, to reduce the expense and time of design iteration.

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신형 경전철차량 대차프레임 하중시험 방법 및 결과 고찰 (A Study on The Load Test Method and Result For Bogie Frame of New LRT)

  • 김원경;원시태;전창성
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2008년도 추계학술대회 논문집
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    • pp.1679-1688
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    • 2008
  • Recently, the bogie frame weight of Light Rail Transit system has been reduced in order to save energy and materials. However, this light weighted vehicle structure is very important to verify the fatigue strength at the development stage. Bogie system consists of bogie frame, suspensions, wheel-sets, braking system and transmission system. Among these components, the bogie frame is most significant component subjected to the whole vehicle and passenger loads. In this study, the bogie frame for the New LRT power car is evaluated to the static and fatigue strength. And the evaluation method is used the LRT Performance Test Standards Specification throughout the FEM analysis and static load test. The static and fatigue test results for the LRT bogie frame of power car has been appeared very safety and stable for the design load conditions.

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다기능레이더 소프트웨어 신뢰성시험 적용사례 및 결과 (A Case Study on Reliability Test of Embedded Software in the Multi-Function Radar)

  • 김종우
    • 전기전자학회논문지
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    • 제19권3호
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    • pp.431-439
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    • 2015
  • 최근 무기체계에서 소프트웨어가 담당하는 기능이 많아지고, 복잡해지면서 소프트웨어의 품질의 중요성에 대해서 대두가 되고 있다. 소프트웨어의 품질요소는 기능성, 사용성, 유지보수성, 신뢰성이 있으며, 이중 최근 들어 중요시되는 항목이 신뢰성 분야이다. 신뢰성 시험은 분석을 통한 정적 시험과 수행을 통한 동적 시험방법이 있으며, 실수행을 통해 검증하는 동적시험은 정적시험에 비해 많은 기간이 필요하며 복잡성이 높아질 경우 더욱 증가되는 경향을 보인다. 본 논문에서는 다기능 레이더 소프트웨어 개발시 수행한 신뢰성시험 절차 및 결과를 기술하고 이를 통해 효과적으로 시험기간을 줄일 수 있는 신뢰성시험 방법을 제안한다.

비행하중조건에서 연료 파일런의 구조 건전성 검증을 위한 구조 정적시험 (Structural Static Test for Validation of Structural Integrity of Fuel Pylon under Flight Load Conditions)

  • 김현기;김성찬;최현경;홍승호;김상혁
    • 항공우주시스템공학회지
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    • 제16권1호
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    • pp.97-103
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    • 2022
  • 항공기에 장착되는 구성품은 항공기 운용 조건에서 구조 건전성이 입증되어야만 항공기에 장착될 수 있다. 항공기 주요 구성품 중에서 파일런은 엔진이나 외부무장 같은 외부장착물을 항공기의 주날개와 연결하고 파일런 자체에 작용하는 하중을 항공기의 주구조물로 전달하는 역할을 하며, 민간 항공기에서는 엔진 영역에서 화재가 발생할 경우 주날개로 화재가 번지는 것을 방지하는 역할도 한다. 본 연구에서는 항공기에 외부 연료탱크를 장착하기 위해 사용하는 연료 파일런의 구조 건전성을 검증하기 위해 수행한 구조 정적시험의 결과를 제시하였다. 본문에서는 파일런의 구조 정적시험에 사용되는 시험장비, 유압장치, 하중제어시스템 그리고 데이터 획득장비로 구성되는 시험셋업을 제시하였다. 그리고, 하중작동기를 제어하는 소프트웨어를 소개하고, 각 시험하중 조건에 대한 시험 프로파일을 제공하였다. 시험 결과, 각 시험에서 허용 오차 범위 내에서 하중작동기가 적절히 제어되는 것으로 나타났으며, 시험체의 주요 위치에서 수치해석과 구조시험으로 부터 획득한 변형률의 비교를 통해 수치해석의 신뢰성을 검증하였다. 결론적으로, 구조 정적시험을 통해 본 연구에서 다루고 있는 연료 파일런이 요구된 하중조건에 대해 충분한 구조 강도를 가지고 있음을 입증하였다.

유한요소법을 이용한 척추 삽입형 경추판 시스템에 대한 생체역학적 피로해석 (Biomechanical Fatigue Analysis of Cervical Plate Systems by using a Computer Simulation Based on Finite Element Method)

  • 김성민;양인철;조성윤
    • 한국정밀공학회지
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    • 제25권8호
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    • pp.96-103
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    • 2008
  • In this study, we performed the biomechanical analysis of cervical plate systems by using a computer simulation based on finite element method to derive reliable model by analysis of design variables and fatigue behavior. To simulate the cervical spine movement in-vivo state by surgery, we modeled the cervical plate system which consisted of screws, rings, rivets, and plate and Ultra High Molecular Weight Polyethylene (UHMWPE) Block. The experiment of cervical plate system followed the ASTM F1717 standards that covered the materials and methods for the static and fatigue testing. The result of computer simulation is compared with experimented test. We expected this study is to derive reliable results by analysis of design variables and fatigue behavior for developing a new model.

실시간 다물체 차량 해석을 위한 준정적법의 컴플라이언스 효과 모델링 (Compliance Effect Modeling Based on Quasi-Static Analysis for Real-Time Multibody Vehicle Dynamics)

  • 김성수;정완희;하경남
    • 대한기계학회논문집A
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    • 제32권2호
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    • pp.162-169
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    • 2008
  • Compliance effect consideration method for real-time multibody vehicle dynamics is proposed using quasi-static analysis. The multibody vehicle model without bush elements is used based on the subsystem synthesis method which provides real-time computation on the multibody vehicle model. Reaction forces are computed in the suspension subsystem. According to deformation from the quasi-static analysis using reaction forces and bush stiffness, suspension hardpoint locations and suspension linkage orientation are changed. To validate the proposed method, quarter car simulations of McPherson strut and multilink suspension subsystems are performed. Full car bump run simulations and fish hook handling test simulations are also carried out comparing with the ADAMS vehicle model with bush elements. CPU times are also measured to see the real-time capabilities of the proposed method.

정적 균형능력 향상을 위한 하지 의류의 EMS 적용 효과 (EMS Application Effect of Lower Extremities to Improve Static Balance Capability)

  • 황선규;박진희;김주용
    • 패션비즈니스
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    • 제25권4호
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    • pp.151-160
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    • 2021
  • The purpose of this study was to investigate whether there were improvements on balance when both ankle-jointed calf muscles and hip muscles, which affect balance capabilities, were activated through taping techniques and EMS. In this study, the One Leg Standing Test, a static balance test, was conducted by experimenting on a flat floor, foam pad, and a stretching board with a gradient of 20 degrees, respectively, to study static balance capabilities in different situations. Nine healthy men in their 20s were measured five times every five minutes considering muscle fatigue, and the difference between each variable was analyzed through post-test using nonparametric statistical analysis. Our results showed an equal increase in static balance capability was similar when EMS was applied only to calf muscles and only to hip muscles. Notably most improvements were seen when wearing calf supporters and taping technology pants, and applying EMS together. It was also found that the difference between EMS electric stimulation and balance capability was greater when wearing and applying supporters and taping technology pants. Based on the results of the present study, a muscle support band and EMS of taping techniques can improve balance capabilities. These findings are expected to form a basis for solutions Improving the balance capabilities

노상의 비선형 모델에 근거한 비파괴 FWD 시험에 있어 정적과 동적 거동의 비교연구 (Nonlinear Subgrade Model-Based Comparison Study between the Static and Dynamic Analyses of FWD Nondestructive Tests)

  • 문성호
    • 한국도로학회논문집
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    • 제19권1호
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    • pp.73-80
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    • 2017
  • PURPOSES : This paper presents a comparison study between dynamic and static analyses of falling weight deflectometer (FWD) testing, which is a test used for evaluating layered material stiffness. METHODS: In this study, a forward model, based on nonlinear subgrade models, was developed via finite element analysis using ABAQUS. The subgrade material coefficients from granular and fine-grained soils were used to represent strong and weak subgrade stiffnesses, respectively. Furthermore, the nonlinearity in the analysis of multi-load FWD deflection measured from intact PCC slab was investigated using the deflection data obtained in this study. This pavement has a 14-inch-thick PCC slab over fine-grained soil. RESULTS: From case studies related to the nonlinearity of FWD analysis measured from intact PCC slab, a nonlinear subgrade model-based comparison study between the static and dynamic analyses of nondestructive FWD tests was shown to be effectively performed; this was achieved by investigating the primary difference in pavement responses between the static and dynamic analyses as based on the nonlinearity of soil model as well as the multi-load FWD deflection. CONCLUSIONS : In conclusion, a comparison between dynamic and static FEM analyses was conducted, as based on the FEM analysis performed on various pavement structures, in order to investigate the significance of the differences in pavement responses between the static and dynamic analyses.