• 제목/요약/키워드: periodic structures

검색결과 345건 처리시간 0.026초

벌크형 와이어직조 카고메 트러스 PCM 의 압축거동- 제 2 보: 결함의 영향 (Mechanical Behaviors under Compression in Wire-woven Bulk Kagome Truss PCMs-Part II: Effects of Geometric and Material Imperfections)

  • 현상일;최지은;강기주
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2007년도 춘계학술대회A
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    • pp.78-83
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    • 2007
  • A newly developed cellular metal based on kagome lattice is an ideal candidate for multifunctional materials achieving various optimal properties. Intensive efforts have been devoted to develop efficient techniques for mass production due to its wide potential applications. Since a variety of imperfections would be inevitably included in the realistic fabrication processes, it is highly important to examine the correlation between the imperfections and material strengths. Previous performance tests were mostly done by numerical simulations such as finite element method (FEM), but only for perfect structures without any imperfection. In this paper, we developed an efficient numerical framework using nonlinear random network analysis (RNA) to verify how the statistical imperfections (geometrical and material property) contribute to the performance of general truss structures. The numerical results for kagome truss structures are compared with experimental measurements on 3-layerd WBK (wire-woven bulk kagome). The mechanical strength of the kagome structures is shown relatively stable with the Gaussian types of imperfections.

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채널 내에 부착된 정육면체 장애물 후류에서의 Vortex 구조에 대하여 (On Vortical Structures in Near-Wake Region of a Cubic Obstacle Mounted on a Channel Wall)

  • 황종연;양경수
    • 대한기계학회논문집B
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    • 제25권12호
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    • pp.1861-1868
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    • 2001
  • Vortical structures in the near-wake region of a cubic obstacle are studied using numerical simulation. We consider flow between two parallel plates with a cube mounted on one of the plates. In the turbulent near-wake region of the flow, coherent structures such as hairpin vortices are found. Quasi-periodic behavior of the hairpin vortices is noticed; its dimensionless frequency at Re=1,000 is about 0.82 which is consistent with the result of Elavarasan of et al.'s experiment [Fluid Dyn. Research, 2000, 27] although their geometry is somewhat different from on. In the case of Re=3,500, the dimensionless frequency of the hairpin vortex is about 1.60. It is observed that the translating speed of the head of the hairpin vortex is lower than the streamwise mean velocity at that location. In the vicinity of the lower plate downstream of the cube, various length scales are identified thus less coherent. However, it is noticed that the vortical structures become gradually elongated downstream of the new reattachment.

원전 콘크리트 구조물의 장기내구성능 평가 (Long-Term Performance of Safety Related Concrete Structures in Nuclear Power Plants)

  • 윤의식;백용락;임재호;정연석;최강룡
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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    • pp.237-240
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    • 2006
  • Almost 30 years have been passed since the first nuclear power plant was operated in Korea. Many studies have been actively conducted from the early 1990's in order to develop the deterioration management system for concrete structures in NPPs(Nuclear Power Plants) accordingly. Base on these studies, a systematic deterioration management program has developed and operated since 1997. According to this program, systematic inspections to provide database and evaluation were periodically performed (every overhaul at intervals of $12{\sim}18$ month and every five years). Accumulated deterioration database was usefully utilized for the NPP PSR (Periodic Safety Review). In this paper, the long-term durability and integrity of Kori 1,2 NPP concrete structures which are the oldest ones in Korea were evaluated based on the precise inspection database and regulatory inspection results including compressive strength, depth of carbonation, amount of chlorination and spontaneous potential of reinforcing bar, etc. It was noted that Kori 1,2 NPP structures have not any serious durability problems.

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펨토초 레이저 유도 나노 및 마이크로 구조물을 활용한 금속 표면 기능성 제어 (Controlled Surface Functionalities of metals using Femtosecond Laser-induced Nano- and Micro-scale Surface Structures)

  • 박태훈;이효수;이해중;황택용
    • Design & Manufacturing
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    • 제17권2호
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    • pp.55-61
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    • 2023
  • With femtosecond (fs) laser pulse irradiation on metals, various types of nano- and micro-scale structures can be naturally induced at the surface through laser-matter interaction. Two notable structures are laser-induced periodic surface structures (LIPSSs) and cone/spike structures, which are known to significantly modify the optical and physical properties of metal surfaces. In this work, we irradiate fs laser pulses onto various types of metals, cold-rolled steel, pickled & oiled steel, Fe-18Cr-8Ni alloy, Zn-Mg-Al alloy coated steel, and pure Cu which can be useful for precise molding and imprinting processes, and adjust the morphological profiles of LIPSSs and cone/spike structures for clear structural coloration and a larger range of surface wettability control, respectively, by changing the fluence of laser and the speed of raster scan. The periods of LIPSSs on metals used in our experiments are nearly independent of laser fluence. Accordingly, the structural coloration of the surface with LIPSSs can be optimized with the morphological profile of LIPSSs, controlled only by the speed of the raster scan once the laser fluence is determined for each metal sample. However, different from LIPSSs, we demonstrate that the morphological profiles of the cone/spike structures, including their size, shape, and density, can be manipulated with both the laser fluence and the raster scan speed to increase a change in the contact angle. By injection molding and imprinting processes, it is expected that fs laser-induced surface structures on metals can be replicated to the plastic surfaces and potentially beneficial to control the optical and wetting properties of the surface of injection molded and imprinted products.

강부재의 균열 모니터링에 관한 연구 (Study on Crack Monitoring System in Steel Structure)

  • 이재선;장경호;황지훈;박현찬;전준태;김유철
    • 한국강구조학회 논문집
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    • 제23권2호
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    • pp.159-167
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    • 2011
  • 최근 강구조물의 건설이 지속적으로 증가되고 있고, 이에 따른 모니터링 시스템의 중요성이 더욱 부각되고 있는 실정이다. 강구조물의 노화로 인한 피로균열 및 부식은 강구조물의 수명저하에 가장 큰 요인이 된다. 구조물이 큰 교량의 경우에는 사람의 접근이 어렵고, 균열 측정 방법 또한 시간이 오래 걸리며, 많은 비용이 소비된다. 따라서, 초기에 균열을 발견하고 보수, 보강 작업을 수행함으로써 비용을 절감할 수 있는 모니터링 시스템의 개발이 절실히 요구된다. 본 연구에서는 강부재의 전위차법(EPDM : Electric Potential Drop Method)에 의한 모니터링 기법에 의해 쉽게 관찰되지 않는 피로균열의 발생 및 진전 상황을 추적하고 또한 잔여수명을 예측하였다.

거대한 평판형 격자구조물의 연속체 모델링에 관한 연구 (A Study on Continuum Modeling of Large Platelike Lattice Structures)

  • 이우식;신현재
    • 전산구조공학
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    • 제3권4호
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    • pp.105-112
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    • 1990
  • 거대한 평판형 격자구조물을 연속체 평판으로 모델링하기 위한 보다 용이한 기법을 에너지동등 개념에 근거하여 제시하였다. 단위격자가 갖는 탄성변형에너지와 운동에너지를 구할때 기존의 유한요소행렬을 이용하였다. 연속체 평판의 등가물성치는 연속체평판과 격자평판에 해당하는 축소된 강성 및 질량행렬들을 직접 비교하여 구하였다. 본 연구에서 제안된 모델링기법이 기존의 잘 알려진 기법들에 못지 않는 좋은 결과를 보여주고 있음을 예제해석을 통해 확인하였다.

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A multiple level set method for modeling grain boundary evolution of polycrystalline materials

  • Zhang, Xinwei;Chen, Jiun-Shyan;Osher, Stanley
    • Interaction and multiscale mechanics
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    • 제1권2호
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    • pp.191-209
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    • 2008
  • In this paper, we model grain boundary evolution based on a multiple level set method. Grain boundary migration under a curvature-induced driving force is considered and the level set method is employed to deal with the resulting topological changes of grain structures. The complexity of using a level set method for modeling grain structure evolution is due to its N-phase nature and the associated geometry compatibility constraint. We employ a multiple level set method with a predictor-multicorrectors approach to reduce the gaps in the triple junctions down to the grid resolution level. A ghost cell approach for imposing periodic boundary conditions is introduced without solving a constrained problem with a Lagrange multiplier method or a penalty method. Numerical results for both uniform and random grain structures evolution are presented and the results are compared with the solutions based on a front tracking approach (Chen and Kotta et al. 2004b).

비대칭 보에 의해 보강된 등방성 평판의 음향방상에 관한 연구 (A study on sound radiation from isotropic plates stiffened by unsymmetrical beams)

  • 김택현;오택열;김종태
    • 대한기계학회논문집A
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    • 제22권4호
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    • pp.753-761
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    • 1998
  • The determination of sound pressure radiated from periodic plate structures is fundamental in the estimation of noise level in aircraft fuselages or ship hull structures. As a robust approach to this problem, here a very general and comprehensive analytical model is developed for predicting the sound radiated by a vibrating plate stiffened by periodically spaced orthogonal unsymmetrical beams subjected to a sinusoidally time varying point load. The plate is assumed to be infinite in extent, and the beams are considered to exert both line force and moment reactions on it. Using this theoretical model, the sound pressure levels on axis in a semi-infinited fluid (water) bounded by the plate were calculated using three numerical tools such as the Gauss-Jordan method, the LU decomposition method and the IMSL numberial package. Especially, the variation in the sound pressure levels and their modes were investigated according to the change in frequency, bay spacing and bay distance.

Fiber reinforced concrete properties - a multiscale approach

  • Gal, Erez;Kryvoruk, Roman
    • Computers and Concrete
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    • 제8권5호
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    • pp.525-539
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    • 2011
  • This paper describes the development of a fiber reinforced concrete (FRC) unit cell for analyzing concrete structures by executing a multiscale analysis procedure using the theory of homogenization. This was achieved through solving a periodic unit cell problem of the material in order to evaluate its macroscopic properties. Our research describes the creation of an FRC unit cell through the use of concrete paste generic information e.g. the percentage of aggregates, their distribution, and the percentage of fibers in the concrete. The algorithm presented manipulates the percentage and distribution of these aggregates along with fiber weight to create a finite element unit cell model of the FRC which can be used in a multiscale analysis of concrete structures.

Mesoscopic study on historic masonry

  • Sejnoha, J.;Sejnoha, M.;Zeman, J.;Sykora, J.;Vorel, J.
    • Structural Engineering and Mechanics
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    • 제30권1호
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    • pp.99-117
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    • 2008
  • This paper presents a comprehensive approach to the evaluation of macroscopic material parameters for natural stone and quarry masonry. To that end, a reliable non-linear material model on a meso-scale is developed to cover the random arrangement of stone blocks and quasi-brittle behaviour of both basic components, as well as the impaired cohesion and tensile strength on the interface between the blocks and mortar joints. The paper thus interrelates the following three problems: (i) definition of a suitable periodic unit cell (PUC) representing a particular masonry structure; (ii) derivation of material parameters of individual constituents either experimentally or running a mixed numerical-experimental problem; (iii) assessment of the macroscopic material parameters including the tensile and compressive strengths and fracture energy.