• 제목/요약/키워드: structural material.

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표준 8절점 고체요소를 이용한 원전 격납건물 벽체요소의 비선형해석 (Nonlinear Analysis of Nuclear Containment Wall Element using Standard 8-node Solid Element)

  • 이홍표;전영선
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2005년도 춘계 학술발표회 논문집
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    • pp.151-158
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    • 2005
  • For the safety analysis of large structures such as nuclear containment buildings, we conventionally prefer to use analytical approach using finite element method rather than empirical test. Therefor, this paper is mainly focused to develop low-order solid finite element model with the elasto-plastic material model for the safety analysis of nuclear containment building. Drucker-Prager failure criteria in uncracked concrete and maximum tensile stress criteria in cracked concrete are used to model the constitutive behavior of concrete. The concrete material model takes into account the aspects of tensile strain, compression strength reduction of concrete and shear transfer to improve the accuracy of the finite element analysis. Finally, numerical simulation to compare the performance of the developed model with experimental results is employed. The numerical results in this study agree very well with the experimental data.

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Virtual Modeling Data와 비선형 해석 프로그램의 Interface 설계 (Interface Design of Virtual Modeling Dataand Nonlinear Analysis Program)

  • 박재근;이헌민;조성훈;이광명;신현목
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2008년도 정기 학술대회
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    • pp.100-103
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    • 2008
  • Recently Development of construction system that subjective operators share and control information efficiently based on the three-dimensional space and design information throughout life cycle of construction project is progressing dynamically. In case of civil structures which are infrastructure, Demand for structure of complex system which has multi-functions such as super and smart bridges and express rails is increasing and system development which computerizes and integrates process of structure design is in need. For that, research about link way between three dimensional modeling data and structure analysis programs should be preceded. In this research, therefore, research about interface design between three dimensional virtual modeling data to automate efficient civil-structure-design and nonlinear finite element analysis program which is made up of reinforced concrete material model that express material's character clearly.

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재료 물성치의 불확실성에 의한 복합적층판 변위의 확률적 거동 (Probabilistic Behavior of Laminated Composite Plates with Random Material Properties)

  • 노혁천
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2008년도 정기 학술대회
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    • pp.27-32
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    • 2008
  • The laminated composite materials have been applied to various mechanical structures due to their high performance to weight ratios. In this study, we suggest a stochastic finite element scheme for the probabilistic analysis of the composite laminated plates. The composite materials consist of two different materials which constitute the matrix and fiber. The material properties in the major and minor directions are determined depending on the volume fraction of these two materials. In this study, the elastic modulus and shear modulus are considered as random and the effect of these random properties on the behavior of the composite plate is investigated. We adopt the weighted integral scheme in the formulation, which has been recognized as the most accurate method in the statistical methodologies. For verification of the proposed scheme, Monte Carlo analysis is also performed for the comparison with the proposed scheme.

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조립식 복합소재 아치구조를 이용한 가교 시스템 개발 (Development of a System of Temporary Arch Bridges by Using Snap-fit GFRP Composite Decks)

  • 조용상;이성우;홍기증
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2008년도 정기 학술대회
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    • pp.276-281
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    • 2008
  • Glass-fiber reinforced polyester(GFRP) composite material is a promising alternative to existing construction materials such as steel, concrete and wood. One of passible applications of GFRP composite material is to build temporary bridges by assembling GFRP composite decks. In this paper, we develop a system of temporary arch bridges that can be built by easy assembling of GFRP composite decks. For this purpose, several types of temporary arch bridges are suggested and verified by FE analysis.

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Nonlinear finite element modelling of centric dowel connections in precast buildings

  • Zoubek, Blaz;Fahjan, Yasin;Fischinger, Matej;Isakovic, Tatjana
    • Computers and Concrete
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    • 제14권4호
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    • pp.463-477
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    • 2014
  • The modelling approach in the case of connections in precast buildings is specific. The assembly of the constitutive parts of the connection requires the inclusion of contact definitions in the model. In addition, the material non-linearity including the influence of the spatial stress distribution should be taken into account where appropriate. Here a complex model of a beam-to-column dowel connection is presented. Experiments on the analysed connection were performed within the framework of the European project SAFECAST (Performance of Innovative Mechanical Connections in Precast Building Structures under Seismic Conditions). Several material and interaction parameters were investigated and the influence of each of them was evaluated. The set of parameters which gave the best match with the experiments was chosen.

Ga doped ZnO 박막의 열처리 조건에 따른 구조 및 전기적 특성에 관한 연구 (Effect of Annealing on the Structural, Electrical and Optical Characteristics of Ga-doped ZnO(GZO)films)

  • 오수영;김응권;이태용;강현일;김봉석;송준태
    • 한국전기전자재료학회논문지
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    • 제20권9호
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    • pp.776-779
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    • 2007
  • In this study we present the effect of annealing temperatures on the structural, electrical and optical characteristics of Ga-doped ZnO (GZO) films. GZO target is deposited on coming 7059 glass substrates by DC sputtering. and then GZO films are annealed at temperatures of 400, 500, $600^{\circ}C$ in air ambient for 20 min. in this case of as-grown film, it shows the resistivity of $6{\times}10^{-1}{\Omega}{\cdot}cm$ and transmittance under 85%, whereas the electrical and optical properties of film annealed at $500^{\circ}C$ are enhanced up to $1.9{\times}10^{-3}{\Omega}{\cdot}cm$ and 90%, respectively.

유아과학 교수자료 수집을 위한 한국 전래 그림동화의 내용분석 (Content Analysis of Illustrated Korean Fairy tales As Kindergarten Science Teaching Material)

  • 남경희;박응임
    • 아동학회지
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    • 제20권3호
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    • pp.245-257
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    • 1999
  • This study investigated illustrated Koran fairy tales as material for teaching kindergarten science. The 64 books selected for this study were analyzed by the standards set forth in the Exploring Life segment of the 5th Revision of Kindergarten Teaching Procedures (1993). The story-structure strategy was based on the structural pattern suggested by Moen(1991). Results showed that the structural elements of the illustrated fairy tales could be classified into 7 categories and 8 types of content patterns. After validating the adaptability of the fairy tales for use in teaching Kindergarten science, the books were cataloged by type and category.

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적층구성 변화에 따른 경량화 구조부재의 에너지 흡수 특성 (A Study on Energy Absorption Characteristics of Lightweight Structural Member according to Stacking Conditions)

  • 최주호;양인영
    • 한국생산제조학회지
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    • 제21권2호
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    • pp.241-245
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    • 2012
  • In this study, one type of circular shaped composite tube was used, combined with reinforcing foam and without foam. Furthermore, CFRP (Carbon Fiber Reinforced Plastic) circular member manufactured from CFRP prepreg sheet for lightweight design. CFRP is an anisotropic material which is the most widely adapted lightweight structural member. The crashworthy behavior of circular composite material tubes subjected to static axial compression under same conditions is reported in this paper. The collapse mode during the failure process were observed and analyzed. The behavior of polymeric foams to the tubes crashworthiness were also investigated.

변분공식화를 이용한 2차원 아치 구조물의 설계민감도 해석 및 최적설계 (Design Sensitivity Analysis and Optimization of Plane Arch Structures Using Variational Formulation)

  • 최주호
    • 한국전산구조공학회논문집
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    • 제14권2호
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    • pp.159-171
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    • 2001
  • 평면 아치 구조물에 대해 선형 탄성 변분방정식에 기반을 둔 설계민감도 해석을 위한 일반적 이론을 개발하였다. 아치 구조물내의 임의 마디에 정의된 응력범함수를 고려하였고 이에 대한 설계민감도 공식을 유도하기 위해 전미분(material derivative) 개념과 보조(adjoint) 변수 방법을 도입하였다. 얻어진 민감도 공식은 구조해석 결과를 얻고 나면 이들로부터 단순 대수연산을 통해 계산이 되므로 적용이 간편할 뿐 아니라 해의 정확도가 높은 잇점이 있다. 본 방법은 아치의 형상을 매개변수를 통해 표현하므로 얕은 아치에 국한하지 않고 어떠한 형상도 고려가 가능하며, 나아가서 아치의 형상변화를 형상에 대해 수직뿐 아니라 접선방향도 포함하여 일반적으로 고려하므로 다양한 형상설계가 가능하다. 몇 가지 예제에서 민감도 계산을 수행함으로써 본 방법의 정확도와 효율성을 입증하였으며, 두 가지의 설계최적화 문제를 대상으로 실제로 두께 및 형상최적설계를 수행하였다.

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압력변화에 따른 MgO 박막의 구조적 특성

  • 성효성;손지훈;김우성;장낙원;이주영;김홍승
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 2009년도 추계학술대회 논문집
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    • pp.143-143
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    • 2009
  • In this paper, MgO thin films were deposited on Si(100) single crystal substrates by RF magnetron sputtering. The effects of RF power, chamber atmosphere, and substrate temperature on the characteristics of MgO thin films were already studied. Thus, we focused on the working pressure. The structural properties of the films changed dramatically with deposition conditions. Structural analyses carried out by X-ray diffraction (XRD). MgO films were obtained at the deposition conditions as follows:

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