• 제목/요약/키워드: 비선형부하

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Strength of Glass/Epoxy Fabric Joints under the Pin-Loading (핀하중을 받는 유리/에폭시 평직 적층판의 체결부 강도)

  • 박노희;권진희;김종훈;변준형;양승운
    • Composites Research
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    • 제15권2호
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    • pp.1-10
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    • 2002
  • The strength of glass/epoxy fabric joints under pin-loading is estimated based on the characteristics length method and experiment. To investigate the effect of finite element idealization for the contact between pin and laminate, three modeling cases are analyzed; assuming the cosine load distribution around the contact area, constraining the radial displacement at the hole boundary, and using the contact element. To study the effect of failure criteria, Tsai-Wu and Yamada-Sun methods are applied on the characteristic curve. The results of the nonlinear analysis using the contact element showed good agrements with experimental data in both laminates made of uni-directional prepreg tapes and fabrics. In terms of failure criteria, Tsai-Wu method showed better agreement with experimental results than the one by Yamada-Sun laminate.

Strength and Initial Stiffness of Composite Beams with a Rectangular Web-Opening (직사각형 웨브 개구부를 가진 합성보의 강도와 초기강성도)

  • 김원기;박노웅;이승준
    • Journal of the Earthquake Engineering Society of Korea
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    • 제3권3호
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    • pp.55-62
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    • 1999
  • For the efficient performance of steel and composite building structures subjected to strong earthquake, one of current research investigates the cyclic behavior of open-web composite beams. Both experimental test and nonlinear FEM analysis demonstrate their behavior so ductile that four T-sections around the corners of rectangular web-opening develop plastic hinges prior to potential brittle failure at the beam end, i.e. at the column face. This research proposes simplified equations for determining strength and initial stiffness of composite beams with a rectangular web-opening, and compares its results with those of experimental test and nonlinear FEM analysis.

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Load-Displacement Characteristics and Interactive Load Capacity Model for Metal Plate Connections in Wood (I) - Load-displacement characteristics - (목재(木材)-금속(金屬)플레이트 접합부(接合符)의 하중(荷重)-변위(變位) 특성(特性) 및 조합하중성능(組合荷重性能)에 대한 모형(模型) 분석(分析) (I) - 하중(荷重)-변위(變位) 특성(特性) -)

  • Park, Moon-Jae;Jung, Hee-Suk
    • Journal of the Korean Wood Science and Technology
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    • 제23권1호
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    • pp.21-27
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    • 1995
  • 고도(高度)의 엔지니어링 구조물(構造物)로 경제성이 높은 경골(輕骨) 목조(木造) 트러스에 사용될 수 있는 소나무(Pinus densiflora) 재(材)에 적용한 20게이지 아연도금강(鋼) 플레이트 접합부(接合部)의 하중(荷重)-변위(變位) 특성(特性)을 평가하기 위하여 Foschi 모형을 사용하여 모형 모수(母數)를 산출하고 실험치와 계산치를 비교 분석하였다. 접합부(接合部)의 하중(荷重)-변위(變位) 곡선(曲線)은 비선형 특성을 나타내었다. 접합부의 하중성능 및 강성(剛性)은 플레이트 및 목리에 평행한 형태에서 최대치를 나타내었고, 플레이트에 직각이고 목리(木理)에 평행한 형태로부터 플레이트에 평행이고 목리에 직각인 형태순으로 감소하다 플레이트 및 목리에 직각인 형태에 최소치를 나타내었다. 3-모수(母數) 비선형 모형으로 예측된 스테인레스강(鋼) 및 아연도금강(鋼) 플레이트 접합부의 하중-변위 특성에 대한 계산치는 실험치와 잘 일치하였다.

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A Computational Platform for Nonlinear Analysis of Deep Beam-and-Interior Column Joints (깊은보-내부기둥 접합부의 비선형해석을 위한 전산플랫폼)

  • Kim, Tae-Hoon;Ko, Dong-Woo;Lee, Han-Seon;Shin, Hyun-Mock
    • Journal of the Computational Structural Engineering Institute of Korea
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    • 제24권2호
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    • pp.201-210
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    • 2011
  • This paper presents a nonlinear finite element analysis procedure for the seismic performance assessment of deep beam-and-interior column joints. A computer program, named RCAHEST(Reinforced Concrete Analysis in Higher Evaluation System Technology), for the analysis of reinforced concrete structures was used. Horizontal cyclic load tests were conducted to estimate the strength, ductility, and behavioral characteristics of deep beam-and-interior column joints. Experimental parameters are axial forces and amount of transverse reinforcement. The proposed numerical method for the seismic performance assessment of deep beam-and-interior column joints is verified by comparison of its results with reliable experimental results.

A Three-Dimensional Dynamic Analysis of Towed Systems Part 1. A Mathematical Formulation (수중예인시스템의 3차원 동역학 해석 1부: 수학모델 정식화)

  • Hong, Sub;Hong, Seuk-Won
    • Journal of Ocean Engineering and Technology
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    • 제8권1호
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    • pp.16-22
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    • 1994
  • 수중 예인시스템의 동적 거동 해석을 위한 3차원 비선형 수학모델이 제시되었다. 수중 예인체는 세장보로 이상화되었으며, 보요소의 굽임강성 및 비틈강성의 영향이 수학모델에 포함되었다. 축류가 지배적인 비정상 상대유동장내의 세장예인체의 횡방향 운동에 따른 유체동역학적 반력과 기진력에 관한 비선형 3차원 수학 정식화가 수행되었다.

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Design of a Linear Motor using Piezoelectric actuator (압전 소자를 이용한 선형 모터 설계 및 제작)

  • Jo, Jae-Uk;Hwang, Jai-Hyuk;Kim, Byung-Kyu
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • 제38권9호
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    • pp.869-874
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    • 2010
  • Recently, a piezo actuator based linear motor has been actively studied because of its higher power density, compactness and quick response. However, the characteristic of small displacement makes the application of a piezo actuator limitative. In order to overcome this limitation, some actuation mechanisms using a piezo actuator are designed by bi-metal composite or more than two piezo actuators. Therefore, it enables to generate large displacement and have high resolution. In the proposed piezo motor, we have designed a bi-directional linear motor that can be operated by only one piezo actuator. In addition, it is activated with low frequency of the applied voltage, since, we utilize first mode shape of structure of motion generator to vibrate. Finally, moving direction can be simply controlled by changing the ratio of input frequency to natural frequency of structure of motion generator.

Evaluation of the Seismic Performance for Domestic URM Buildings Using Nonlinear Dynamic Analysis (비선형 동적해석을 통한 국내 비보강 조적조 건축물의 내진성능 평가)

  • Baek, Eun-Rim;Kim, Jung-Hyun;Lee, Sang-Ho
    • Journal of the Korea institute for structural maintenance and inspection
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    • 제20권3호
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    • pp.83-92
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    • 2016
  • The purpose of this study is to evaluate the seismic performance of domestic unreinforced masonry(URM) buildings using nonlinear dynamic analysis. For that, the nonlinear hysteresis models suggested in the previous research were validated for the dynamic analysis. The results of the shaking table test were compared with the dynamic analysis results using the suggested nonlinear hysteresis models. As a result, the nonlinear hysteresis models were expected to be applicable to the dynamic analysis of URM buildings. Based on the models, the dynamic analysis of domestic URM buildings varying the number of stories and opening ratio was carried out. The analysis results showed that most of the domestic URM buildings were very vulnerable to design earthquake in Korea.

Hybrid Solar Concentrator (하이브리드 태양광 집광장치)

  • Chae, Soo-Joh
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2009년도 춘계학술대회 논문집
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    • pp.53-56
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    • 2009
  • 반사와 굴절이 합쳐진 새로운 형태의 하이브리드 태양광 집광 장치로 기존 집광 장치에 비해 초점 거리가 짧게 설계되었다. 프레넬 렌즈 형태의 굴절부와 프레넬형의 다수의 포물선 반사경이 공통으로 후면 초점(rear focus)을 가지도록 배치하여 기존 프레넬 렌즈만으로 구성된 것보다 선형 집광의 경우는 3배, 점 집광의 경우는 10배 이상 집광비를 높일 수 있다.아울려 이를 이용한 선형 집광형 발전 시스템과 점형 집광 장치는 나름대로 장점을 가진다.

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Transformer Losses Caused By Current Harmonics (전류 고조파에 의한 변압기 손실 해석)

  • Jang, Seungyong;Han, Sanghoon;Choi, Jaeho
    • Proceedings of the KIPE Conference
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    • 전력전자학회 2015년도 전력전자학술대회 논문집
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    • pp.512-513
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    • 2015
  • 최근 다양한 형태의 비선형 부하가 계통에 연계됨에 따라 이러한 부하에 적절한 전원을 공급하는 전력변환장치의 보급이 활발히 진행되고 있다. 이러한 전력변환장치들은 전력용반도체소자의 스위칭에 의해 동작하기 때문에 전류의 고조파를 발생시키고, 이때 발생하는 고조파는 변압기의 손실을 증대시키고 역률을 저하시키며 온도의 과도한 상승을 유발하여 결국 변압기의 수명을 단축시킨다. 따라서 본 논문에서는 과열을 방지하면서 비선형 부하에 적절하게 연계하기 위하여 전류 고조파에 의한 변압기에서의 손실을 해석한다.

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Nonlinear Characteristics of Fuzzy Inference Systems by Means of Individual Input Space (개별 입력 공간에 의한 퍼지 추론 시스템의 비선형 특성)

  • Park, Keon-Jun;Lee, Dong-Yoon
    • Journal of the Korea Academia-Industrial cooperation Society
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    • 제12권11호
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    • pp.5164-5171
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    • 2011
  • In fuzzy modeling for nonlinear process, typically using the given data, the fuzzy rules are formed by the input variables and the space division by selecting the input variable and dividing the input space for each input variables. The premise part of the fuzzy rule is identified by selection of the input variables, the number of space division and membership functions and the consequent part of the fuzzy rule is identified by polynomial functions in the form of simplified and linear inference. In general, formation of fuzzy rules for nonlinear processes using the given data have the problem that the number of fuzzy rules exponentially increases. To solve this problem complex nonlinear process can be modeled by separately forming the fuzzy rules by means of fuzzy division of each input space. Therefore, this paper utilizes individual input space to generate fuzzy rules. The premise parameters of the fuzzy rules are identified by Min-Max method using the minimum and maximum values of input data set and membership functions are used as a series of triangular, gaussian-like, trapezoid-type membership functions. And lastly, using the data which is widely used in nonlinear process we evaluate the performance and the system characteristics.