• 제목/요약/키워드: 내부 구조체

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Imperfection Mode of Thin Metallic Sandwich Plate with Pyramidal Metallic Inner Structures (피라미드형 금속 내부구조체를 가진 얇은 금속샌드위치 판재의 결함 모드)

  • Ahn, Dong-Gyu;Sun, Hyang-Sun
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.37 no.2
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    • pp.187-192
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    • 2013
  • Thin metallic sandwich plate with pyramidal metallic inner structures is manufactured from a continuous projection welding between face sheets and inner structures. Due to the welding pressure, imperfections of inner structures induced by the deformation of the inner structures occur. The imperfections affect the response of the thin metallic sandwich plate subjected to low-velocity impact loading. The goal of this paper is to obtain a proper dominant imperfection mode of the thin metallic sandwich plate with pyramidal metallic inner structures. The variation of impact responses of the thin metallic sandwich plate for different imperfection modes are investigated by finite element analysis. The results of the FE analysis are compared to those of drop impact experiments. From the results of the comparison, it has been shown that the dominant imperfection mode of the thin metallic sandwich plate with pyramidal metallic inner structures is all type of symmetric imperfection mode with symmetrical imperfections of four struts.

A Study on modes distribution for periodic dielectric structures (유한한 유전체 격자구조의 모드에 관한 연구)

  • Kim, Min-Nyun;Chae, Gyoo-Soo;Lim, Joong-Soo
    • Proceedings of the KAIS Fall Conference
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    • 2007.11a
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    • pp.297-299
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    • 2007
  • 본 논문은 유한한 유전체 격자구조에 입사되는 TE필드가 유전체 내부에 발생시키는 모드의 필드 분포와 방출하는 필드를 분석하였다. 입사되는 필드는 유전체 격자구조에 일정한 패턴의 모드를 형성한다. 유한한 길이의 격자구조의 영향을 받아 유전체 내부에 유한개의 모드가 만들어지며 모드들은 각기 독립적인 방사패턴을 갖는다. 이러한 방사패턴을 분석함으로써 실제로 제작되는 유전체 격자구조의 분석에 도움이 될 것으로 사료된다.

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Internal structure of Kongju town(Eup) (공주읍의 내부구조)

  • ;Joo, Kyeong Sik
    • Journal of the Korean Geographical Society
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    • v.27
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    • pp.1-14
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    • 1983
  • 이 글에서는 다음의 내용을 다루었다. 1. 연구방법 2. 연구지역개관 3. 기능체 분석, (1) 기능체의 분포 패턴, (2) 업종의 구성, (3) 주요업종의 분포 4. 내부구조

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다양한 구조체 내에서의 고분자 구조분석

  • Lee, Jeong-Min;Kim, Won-Tae;Jang, Rak-U
    • Proceeding of EDISON Challenge
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    • 2015.03a
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    • pp.61-69
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    • 2015
  • 나노과학에 대한 다양한 실험적 연구와 이론적 연구가 활발해지고 전문화 되어감에 따라 나노물질에 대해 연구하는 것은 더욱 중요해지고 있는 추세이다. 현재 고분자 나노물질들은 코팅, 광전자 부품, 자기 매체, 세라믹 등에 활발하게 이용되고 있으며 그 활용 범위가 더 커질 것으로 전망된다. 지난 몇 년간 사각기둥 형태의 구조체 내부에서 존재하는 고분자의 움직임에 대한 연구는 다양하게 진행되어왔다. 그러나 고분자들을 더욱 유용하게 응용하여 이용하기 위해서는 나노입자 기술과 연결시켜 보다 다양한 환경에서의 고분자의 상태를 자세하게 이해해야 할 필요가 있다. 고분자 물질에 대한 이론적 연구는 주로 계산이 용이한 거시적인 모델인 코스그레인(Coarse-grained) 모델을 이용한 컴퓨터 시뮬레이션을 통해 이루어져왔다. 본 연구에서도 에디슨 서버에 탑재된 코스그레인 모델을 이용한 분자 모델링 시뮬레이션을 통해 제한된 공간 안에서 다양한 구조체들의 내부에서 고분자의 구조를 계산하고, 시뮬레이션의 결과값과 Flory의 공식을 이용한 이론적인 계산값이 얼마나 잘 맞아 떨어지는지에 대해 알아보고자 한다.

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The Mode Analysis for field pattern analysis of a Finite Periodic Dielectric Structure (유한한 유전체 격자구조에서 필드패턴 분석을 위한 모드연구)

  • Kim, Min-Nyun
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.9 no.3
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    • pp.645-648
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    • 2008
  • In this paper, we analyze inner- and far-field emitted field pattern by more exactly calculating modes formed from a finite periodic dielectric structure(FPDS). It is assumed that TE-modes are generated in FPDS, and the fields in each layer are determined by proper boundary conditions. Consequently, the fields generate modes in the FPDS and the number of modes depends on its structural characteristics. In this work, the modes betwween dielectric layers and their field patterns are calculated in a specific frequency. In addition. far field patterns are given by using FFT of the calculated modes.

Postbuckling Analyses and Derivations of Shell Knockdown Factors for Isogrid-Stiffened Cylinders Under Compressive Force and Internal Pressure (압축력과 내부 압력을 동시에 받는 등방성 격자 원통 구조의 후좌굴 해석 및 좌굴 Knockdown factor의 도출)

  • Kim, Han-Il;Sim, Chang-Hoon;Park, Jae-Sang;Kim, Do-Young;Yoo, Joon-Tae;Yoon, Young-Ha;Lee, Keejoo
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.48 no.9
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    • pp.653-661
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    • 2020
  • This study derives numerically the shell Knockdown factors for the isogrid-stiffened cylinders of space launch vehicles when the axially compressive force and internal pressure are applied simultaneously. A commercial nonlinear finite element analysis software, ABAQUS, is used for the present work. Nonlinear postbuckling analyses are conducted to calculate the global buckling loads of a cylinder without and with the internal pressure. The shell Knockdown factor is numerically derived using the predicted global buckling loads without and with the geometrically initial imperfection of a cylinder. When the internal pressure of 500 kPa and compressive force are applied to the cylinder, the global buckling load and Knockdown factor increases by 304% and 53%, respectively, as compared to the results without the internal pressure.

Internal Structure and Weibull Modulus of $Al_2$$O_3$Ceramics Sintered with Addition of MgO (마그네시아 첨가 $Al_2$$O_3$세라믹스의 내부구조 및 Weibull Modulus)

  • 조용익;유선균;정상귀;조성용;김승재;오꾸미야마사타로
    • Journal of the Korean Ceramic Society
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    • v.38 no.5
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    • pp.479-484
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    • 2001
  • 고순도 알루미나 분말에 소결조제로서 MgO를 0ppm 및 500ppm 첨가하여 열분무건조기를 사용하여 준비한 과립을 80$0^{\circ}C$에서 하소를 함으로써 얻어진 과립으로 제작한 소결체의 MgO 첨가량에 따른 미세구조와 꺾임강도에 미치는 영향을 고찰하였다. 또한 시편두께를 50$mu extrm{m}$의 박편으로 가공하여 투광법으로 내부구조도 관찰하였다. MgO를 500ppm 첨가하여 제작한 과립을 180 MPa의 냉간정수압성형성 후 1$600^{\circ}C$에서 소결한 소결체는 상대밀도가 100%에 도달하였고 균일한 결정립성장의 치밀한 미세구조를 나타내었다. MgO를 500ppm 첨가한 시편의 4점 꺾임강도 또한 각 소결온도에서 MgO를 9ppm 첨가한 시편보다 23%-32%정도 높은 강도를 나타내었으며, 특히 소결온도 1$600^{\circ}C$에서는 꺾임강도가 501MPa 그리고 weibull 계수가 20의 고강도이면서 신뢰성이 높은 알루미나 소결체가 얻어졌다. 본 연구에서는 weibull 계수의 값이 높은 시편일수록 내부구조의 결함크기가 작고 이 작은 결함이 시편내부에 균일하게 분포되어 있음을 확인할 수 있었다.

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Investigation of the Change of Soil Arch Structure in Model Particle Assembly Subjected to Displacing Trapdoor via Photoelastic Measurement Technique (트랩도어 하강이 일어나는 모형 입자 입상체에서 광탄성 측정 기법을 이용한 흙 아치 구조의 변화 조사)

  • Shin, Sang-Young;Jung, Young-Hoon;Kim, Taesik
    • Journal of the Korean Geotechnical Society
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    • v.32 no.10
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    • pp.31-40
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    • 2016
  • In order to investigate the change in soil arch structure developed within the soil subjected to trapdoor movement, various responses in the deformed particle assembly were observed via photoelastic measurement technique. The particle assembly was composed of the regularly stacked model particles coated by thin photoelastic material. Variation of the internal structure transmitting contact forces were observed by taking images showing the photoelastic responses and compared with the change in slip lines and pressures measured by load cells placed beneath the assembly. Initial soil arch structure established immediately after the trapdoor movement collapsed progressively and meanwhile a new extended structure was developed against further movement of the trapdoor. For the sufficient movement of the trapdoor, initially identical regions bounded by the soil arch structure and slip lines were separated and the region enclosed by slip lines became a part of the region loosing the transmitting contact forces identified by photoelastic measurement.

Development of the Structural Condition Evaluation Technique for Asphalt Pavements Using Falling Weight Deflectometer Deflections (Falling Weight Deflectometer 처짐값을 이욤한 아스팔트 포장체의 구조적 상태 평가기법 개발)

  • Son, Jong-Chul;Rhee, Suk-Keun;An, Deok-Soon;Park, Hee-Mun
    • International Journal of Highway Engineering
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    • v.8 no.4 s.30
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    • pp.115-124
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    • 2006
  • The objectives of this paper are to develop the structural condition evaluation technique using Falling Weight Deflectometer deflections and propose the structural condition criteria for asphalt pavements. To figure out correlation between surface deflections and critical pavement responses, the synthetic database has been established using the finite element pavement structural analysis program. A regression approach was adopted to develop the pavement response model that can be used to compute the stresses and strains within pavement structure using the FWD deflections. Based on the pavement response model, the procedure for assessing the structural condition of pavement layers was proposed in this study. To validate the condition evaluation procedure for asphalt pavements, the FWD test, dynamic cone penetrometer test, and repeated triaxial compression test were conducted on 11 sections of national highway and 8 sections of local road. Test results indicate that the tensile strain at the bottom of AC layer and AC elastic modulus were good indicators for estimating the stiffness characteristics of AC layer. For subbase layer, the BDI value and compressive strain on top of the subbase layer were appropriate to predict the structural capacity of subbase layer. The BCI value and compressive strain on top of the subgrade were found to be good indicators for evaluating the structural condition of the subgrade. The evaluation criteria for structural condition in asphalt pavements was also proposed in this paper.

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Experimental Study on Enhancing Adhesion-Reactive Acrylic Compounds for Pore Filling in Additive Manufactured Metal Lattice Structures (금속 적층 제조 격자 구조체의 공극 충진용 부착력 증진 반응성 아크릴 화합물에 대한 실험적 연구)

  • Park, Kwang-Min;Park, Myung-Ju
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.24 no.5
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    • pp.143-149
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    • 2020
  • The purpose of this study is to manufacture a variable density - hybrid lattice structure control by filling the pore of the metal addictive manufactured lattice structure with lightweight reactive acrylic compounds(RAC). To apply the variable density - hybrid lattice structure to the construction industry, the enhancing adhesion - reactive acrylic compounds(EA-RAC) which increased the adhesion strength was manufactured by adding ordinary portland cement to the RAC. Finally, the EA-RAC was filled into the lattice structure to test the specific density, water absorption, and adhesion strength of the variable density - hybrid lattice structure. The results were obtained with density controllable, water absorption less than 1.0%, and 1-day bonding strength of 1.78 MPa to 1.98 MPa.