• 제목/요약/키워드: Multi-material simulation

검색결과 327건 처리시간 0.027초

선형폭발성형탄(LEFP) 충격에 의한 WHA 관통자의 관통성능 감소에 관한 수치해석 연구 (Numerical Analysis on Penetration Reduction of a WHA Penetrator by an Impact of Linear Explosively Formed Penetrator(LEFP))

  • 주재현;최준홍;구만회;김동규
    • 한국군사과학기술학회지
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    • 제20권3호
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    • pp.384-392
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    • 2017
  • A linear explosively formed penetrator(LEFP) is a modification of the explosively formed penetrator(EFP). An EFP is axisymmetric and has a dish-shaped liner while LEFP has a rectangular-shaped liner with curved cross section. Upon detonating LEFP forms laterally wide projectile like blade, leaving a long penetration hole on the target. On the other hand, a long-rod tungsten heavy alloy(WHA) penetrator is one of the major threats against most of the ground armored vehicles. In this paper, the feasibility of using an LEFP in protecting against a long-rod WHA penetrator by colliding LEFP into the threat was investigated through a set of numerical simulations. In this study, a scale-down WHA penetrator with length to diameter ratio(L/D) of 10.7 and 7.0 mm diameter was used to represent a long-rod WHA penetrator. LS-DYNA and Multi-Material ALE technique were employed for the simulation. For estimation of the protection effect by LEFP, residual penetration depths into RHA by the threat were compared according to various impact locations against the threat.

Geant4 전산모사 코드를 이용한 SBRT 환자의 선량분포 계산 (Calculation of Dose Distribution for SBRT Patient Using Geant4 Simulation Code)

  • 강정구;이정옥;이동준
    • 한국의학물리학회지:의학물리
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    • 제26권1호
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    • pp.36-41
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    • 2015
  • 정위체부방사선수술(SBRT) 환자의 선량분포를 계산하기 위해 전산모사 방식을 이용한 응용프로그램을 개발 하였다. 본 소프트웨어는 최근 이용이 활발하게 증가하고 있는 Geant4를 기반으로 개발 하였다. 환자에 조사하기 위한 광자선 스펙트럼은 이전 연구에서 구한 선형가속기 스펙트럼 자료를 사용하였다. 치료계획시스템과 유사한 조사면을 구현하기 위하여 PrimaryGeneratorAction 클래스에서 MLC 조사면 형태를 반영하도록 하였다. 본 연구에서는 8개 조사면에 대한 계산을 수행하였으며 이 때 갠트리의 각도는 PrimaryGeneratorAction 클래스에서 회전 매트릭스를 사용하여 선원의 위치를 변경하는 방법을 사용하였다. 환자에 대한 물질 자료는 CT의 dicom 파일에서 픽셀 크기, 매트릭스 크기 등의 정보와 픽셀의 HU를 밀도로 변환한 파일을 생성한 다음 이 파일을 이용 환자의 모델링에 이용 하였다. 환자의 물질 구성과 기하학적 자료의 입력에 있어 EGSnrc 코드와의 비교를 통하여 계산의 효율성을 비교하였다.

Self-Piercing Rivet 접합공정의 수치예측에 미치는 리벳 유동응력의 영향 (Influence of the Flow Stress of the Rivet on the Numerical Prediction of the Self-Piercing Rivet (SPR) Joining)

  • 김성호;배기현;송정한;박근영;박남수
    • 소성∙가공
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    • 제29권5호
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    • pp.257-264
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    • 2020
  • This paper is concerned with the influence of the plastic property of the rivet on the numerical prediction of the Self-Piercing Rivet (SPR) Joining. In order to predict the plastic property of the rivet, a ring compression specimen was directly fabricated from the rivet used for the mechanical joining of dissimilar materials, and the FE analysis together with the ring compression test was iteratively carried out by changing the plastic property of the rivet. For reliable FE analysis, a friction coefficient was estimated based on a friction calibration curve, measuring the reductions in inner diameter and height of the ring specimen after the compression test. From each simulation result, the force-displacement curves were then compared from each other so as to obtain the rivet plastic property that shows good agreement with the experimental result. The SPR joining between GA590 1.0t and Al5052 2.0t was conducted, and the numerical prediction was performed with the use of the plastic property evaluated based on the inverse analysis and the one referred from Mori et al. [11]. Comparison of the experiment and the numerical predictions in terms of the interlock and bottom thickness revealed that the reliable evaluation of the plastic property of the rivet is necessary for the trustworthy numerical prediction of the SPR joining.

PSD선도를 이용한 국내노면의 민감도 분석에 관한 연구 (The Study on Sensitivity Analysis of Domestic Road using PSD)

  • 배철용;김찬중;권성진;이봉현;김현철
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2006년도 춘계학술대회논문집
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    • pp.326-331
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    • 2006
  • The durability of recent motors is longer than the past one because there are the rapid technique development of the automobile industry and the vehicle maintenance of users. And then the importance of the durability test due to vibration is increased from day to day. So full vehicle and parts companies accomplish the durability test using various methods. The most public test method among them is the reliable field test but it bring on higher cost and period of the development process. The durability test using MAST(multi axis simulation table) is a solution in order to improve the development process of automobiles. Generally its excitation source uses the optimized road profiles that are obtained by the road test of belgian road, country road, cobbleston road and so on instead of a real field but the interrelations and influences accordingly vehicle damage are considered by a field test between specific roads and real fields in the first place. Therefore this study, in order to accomplish a basic research for the durability test using the MAST, performed on the real field driving test at various domestic roads and the results which are analyzed by PSD(power spectrum density) are compared with relative sensitivity among the roads. Consequently they can present a basic material for generation of road profiles which is applied to the durability test using MAST.

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화순 운주사의 문화원형을 활용한 텍스타일 디자인개발 (The Development of Textile Design by Using Prototype of Hwasun Unjusa)

  • 정형호;배수정
    • 패션비즈니스
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    • 제13권2호
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    • pp.100-114
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    • 2009
  • In Honam province, the cultural prototype are largely unknown to the people, also the research on this subject are scarce, the artistic excellence, somewhat under evaluated, both in our country and internationally. It is imperative that we develop the modern design using this prototype. thereby apply it to many areas of cultural products. We should extend the dimension not only to the local festival but also to the mass production resulting in the commercial gains. The Unjusa Buddha festival for promoting the public relation would be greatly benefited by using the concept of the temple, the local prototype, by which we expect to create a ingenious textile design pattern, coinciding with the main purpose of this study. The ancient material around Unjusa come to be the subject of our textile design by way of selecting the most remarkable ones of heritage among the materials of Unjusa. In the long run, the harmonious contrast of both traditional and modern image were sought in this study. Designed patterns were edited using Adobe Photoshop CS3, a multi-purpose graphic program and were simulated in the towel for visual presentation. The design is of two kinds, the one is of the free style using combinations of reclining Buddha, stone Buddha, stone pagoda, and geometric patterns freely not to be standardized. The other one is mixing of lotus pattern, reclining Buddha, and geometric patterns. These designs were applied delicately on the towel, necktie and handkerchief, and the various colors were suggested by the 6 color ways. The brilliance of our traditional cultural property should be noted by these designs and I hope that this study would be a help to develop our cultural prototype and make a product of using the outstanding heritage.

Thermal stability analysis of solar functionally graded plates on elastic foundation using an efficient hyperbolic shear deformation theory

  • El-Hassar, Sidi Mohamed;Benyoucef, Samir;Heireche, Houari;Tounsi, Abdelouahed
    • Geomechanics and Engineering
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    • 제10권3호
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    • pp.357-386
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    • 2016
  • In this research work, an exact analytical solution for thermal stability of solar functionally graded rectangular plates subjected to uniform, linear and non-linear temperature rises across the thickness direction is developed. It is assumed that the plate rests on two-parameter elastic foundation and its material properties vary through the thickness of the plate as a power function. The neutral surface position for such plate is determined, and the efficient hyperbolic plate theory based on exact neutral surface position is employed to derive the governing stability equations. The displacement field is chosen based on assumptions that the in-plane and transverse displacements consist of bending and shear components, and the shear components of in-plane displacements give rise to the quadratic distribution of transverse shear stress through the thickness in such a way that shear stresses vanish on the plate surfaces. Therefore, there is no need to use shear correction factor. Just four unknown displacement functions are used in the present theory against five unknown displacement functions used in the corresponding ones. The non-linear strain-displacement relations are also taken into consideration. The influences of many plate parameters on buckling temperature difference will be investigated. Numerical results are presented for the present theory, demonstrating its importance and accuracy in comparison to other theories.

Scale model experimental of a prestressed concrete wind turbine tower

  • Ma, Hongwang;Zhang, Dongdong;Ma, Ze;Ma, Qi
    • Wind and Structures
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    • 제21권3호
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    • pp.353-367
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    • 2015
  • As concrete wind-turbine towers are increasingly being used in wind-farm construction, there is a growing need to understand the behavior of concrete wind-turbine towers. In particular, experimental evaluations of concrete wind-turbine towers are necessary to demonstrate the dynamic characteristics and load-carrying capacity of such towers. This paper describes a model test of a prestressed concrete wind-turbine tower that examines the dynamic characteristics and load-carrying performance of the tower. Additionally, a numerical model is presented and used to verify the design approach. The test results indicate that the first natural frequency of the prestressed concrete wind turbine tower is 0.395 Hz which lies between frequencies 1P and 3P (0.25-0.51 Hz). The damper ratio is 3.3%. The maximum concrete compression stresses are less than the concrete design compression strength, the maximum tensile stresses are less than zero and the prestressed strand stresses are less than the design strength under both the serviceability and ultimate limit state loads. The maximum displacement of the tower top are 331 mm and 648 mm for the serviceability limit state and ultimate limit state, respectively, which is less than L/100 = 1000 mm. Compared with traditional tall wind-turbine steel towers, the prestressed concrete tower has better material damping properties, potential lower maintenance cost, and lower construction costs. Thus, the prestressed concrete wind-turbine tower could be an innovative engineering solution for multi-megawatt wind turbine towers, in particular those that are taller than 100 m.

비방사 마이크로 스트립 선로를 이용한 밀리미터 대역의 세라믹 필터 개발 (Development of Ceramic Filter Using Non Radiative Microstrip Line In Millimeter-Wave)

  • 신천우;김태헌
    • 한국통신학회논문지
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    • 제32권6A호
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    • pp.648-656
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    • 2007
  • 본 논문은 S-라인(비방사 마이크로 스트립)을 이용하여 무선 가입자 회선(WLL) 및 지역 다지점 분배 서비스(LMDS) 등 광대역 무선 가입자 망으로의 기술 적용을 위한 밀리미터 대역의 중심주파수 37GHz에서 세라믹을 이용한 대역 통과 필터에 관한 것이다. 아래 위가 도체로 덮인 유전체 기판 위의 선로 사이에 세라믹 공진기를 삽입시켜, 구조적 공진 특성을 이용함으로써 필터 특성을 얻어내는 방법으로 제작하였다. 이러한 필터 구조와 특성을 근거로 한 시뮬레이션을 하여, 1단 세라믹 공진기의 공진주파수를 찾는 공식과 4단 세라믹 공진기의 대역을 구하는 공식을 일반화 하였다. 또한, 4단 세라믹 공진기의 시뮬레이션 결과를 바탕으로 제작된 실험 구조물을 Network Analyzer를 사용하여 실험을 실시하였으며, 시뮬레이션 결과의 대역은 36.58GHz-37.650GHz, 리플과 손실은 -ldB 이내. Cutoff 특성은 S(2,1)그래프의 대역 좌우로 -35dB밑으로 1GHz이내인 것에 대하여 실험 결과의 대역은 36.6GHz-37.65GHz, 손실은 -ldB이내, 리플은 -3dB이내, Cutoff 특성은 S(2,1)그래프의 대역 좌우로 -30dB밑으로 1GHz 이내인 특성을 나타내었다.

Skeleton Slot 구조를 이용한 이중 대역 안테나의 설계 및 제작 (Design and Fabrication of Dual Band Antenna using Skeleton Slot Radiator)

  • 김운필;이범선
    • 한국전자파학회논문지
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    • 제13권1호
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    • pp.40-46
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    • 2002
  • 본 논문에서는 skeleton slot 복사기를 이용하여 GSM 900과 GSM 1800에서 사용할 수 있는 이중대역 안테나를 설계 및 제작하고 측정 결과를 비교 분석하였다. 기본적인 skeleton slot구조에서는 높은 주파수 대역에서 수평 빔폭이 일정치 않고, 정재파비 특성이 좋지 않은 문제점이 있었으나, 급전부와 측면 방사부분의 다중경로 형성 및 절곡 구조를 이용하여 이를 해결하였다. 안테나의 크기는 반사판이 190$\times$190(mm), 복사기는 154$\times$106(mm), 높이는 33 mm로 하여 현재 서비스 사업자들이 주로 사용하는 크기로 구성하였다 구성 재질은 1mm 두께의 알루미늄판을 이용하며, 이를 NCT로 타공 및 절곡하여 제작하였기 때문에 대량 생산 시 단가를 낮출 수 있다. 측정결과 900 MHz 대역에서 13.7 %, 1,800 MHz 대역에서 16.4 %의 -10 dB 반사손실 대역폭을 만족하고, 방사패턴도 대역별로 $\pm$1$^{\circ}$이내의 일정한 양상을 보여 이중대역 안테나로서의 요구를 만족하였다.

중약진지역 구조물과 스마트 최상층 면진시스템의 통합최적설계에 대한 연구 (Study of Integrated Optimal Design of Smart Top-Story Isolation and Building Structures in Regions of Low-to-Moderate Seismicity)

  • 김현수;강주원
    • 한국구조물진단유지관리공학회 논문집
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    • 제17권5호
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    • pp.13-20
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    • 2013
  • 구조물의 지진응답을 저감시키기 위하여 추가적인 감쇠기나 진동제어장치가 일반적으로 사용된다. 이때, 추가적인 감쇠장치의 제어성능은 대상구조물 특성의 변화 없이 검토된다. 본 연구에서는 구조물과 스마트 제어장치의 다목적 통합최적화를 수행하였고 스마트 최상층 면진시스템이 설치된 구조물의 구조물량 저감의 가능성을 분석하였다. 이를 위하여 20층 예제구조물이 사용되었으며 MR 감쇠기와 저감쇠 탄성베어링을 사용하여 스마트 면진시스템을 구성하였다. 중약진지역의 설계스펙트럼을 바탕으로 생성된 인공지진하중을 사용하여 구조해석을 수행하였다. 수치해석결과, 스마트 최상층 면진시스템이 중약진지역에 있는 구조물의 응답과 면진층 변위를 동시에 효과적으로 줄일 수 있는 것을 확인하였다. 본 연구에서 제안된 통합최적설계기법으로 구조물량 및 감쇠기 용량을 적절하게 줄이면서도 우수한 제어성능을 발휘하는 다양한 설계 대안을 제공할 수 있었다.