• 제목/요약/키워드: Impact of Fragment

검색결과 66건 처리시간 0.028초

약실교환방식의 20 mm 시험용 총열 개발 (The Development of 20 mm Test Barrel with Replaceable Powder Chamber Type)

  • 이진성;이영신
    • 한국군사과학기술학회지
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    • 제14권4호
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    • pp.630-638
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    • 2011
  • A new smooth bore test barrel was developed to be used in sensitivity assessment test for explosives and fragment impact test. The bore diameter of the barrel is 20 mm, and the powder chamber is designed to be replaceable with the 12.7 mm, 20 mm and 30 mm type chamber. The test results showed the wide range of fragment velocity from 400 to 2000 m/s, included the fragment velocity requirement of the fragment impact test(alternate procedure #1) in MIL-STD-2105B. The stability of the bullet trajectory was checked by test shots and the structural safety of the system has been confirmed through the stress analysis and the interior ballistics analysis of the barrel.

HTPE 둔감 추진기관의 충격 시험 및 평가 (Impact Test and Evaluation for HTPE IM Rocket Motor)

  • 김창기;이도형;연정모;유지창
    • 한국추진공학회:학술대회논문집
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    • 한국추진공학회 2009년도 제33회 추계학술대회논문집
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    • pp.163-166
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    • 2009
  • 본 연구에서는 추진기관 탄자 및 파편 충격시험을 실시하여 그 특성을 분석 평가 하였다. 연소관은 카본 에폭시 복합재를 사용하였고 추진제는 둔감 특성을 향상 시켜주기 위해 HTPE 추진제를 사용하였다. 반응 형태를 정량적으로 판단하기 위해 음압 및 열유속 센서를 사용하였다. 탄자 및 파편 시험한 HTPE 모타들의 반응형태는 Type V 인 연소반응을 나타내었다.

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폭풍파 및 파편 충돌에 대한 강판보강 콘크리트 패널의 복합적 수치해석 (Numerical Analysis of Steel-strengthened Concrete Panels Exposed to Effects of Blast Wave and Fragment Impact Load Using Multi-solver Coupling)

  • 윤성환;박대효
    • 대한토목학회논문집
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    • 제31권1A호
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    • pp.25-33
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    • 2011
  • 본 논문에서는 폭발에 의한 폭풍파 및 파편 충돌하중을 받는 강판보강 콘크리트 패널의 충돌손상거동 수치해석이 수행된다. 폭발로 인해 발생되는 순간 동역학적인 충돌손상 메커니즘은 매우 복잡하며, 이에 대한 실험적 연구 또한 막대한 비용과 시설이 요구되기 때문에 explicit 유한요소해석 프로그램인 AUTODYN을 이용하여 수치적 연구가 수행된다. 그러나, 단일의 수치해석기법을 적용하여 폭풍파 및 파편의 충돌에 의한 손상거동을 명확히 모사하기에는 한계가 있다. 따라서 수치해석의 정확성 및 효율성을 높이기 위해 Euler-Lagrange, SPH(smoothed particle hydrodynamics)-Lagrange 기법을 커플링하는 복합적 수치해석(multi-solver coupling) 기법이 제안된다. 제안된 해석기법과 2차원 축대칭 모델을 적용하여 강판보강 유무에 따른 콘크리트 패널의 충돌손상거동 해석이 수행된다. 수치해석 결과 무보강 콘크리트 패널의 경우, 파편 충돌에 의해 파쇄 및 관통이 발생되었고 강판보강 콘크리트 패널의 경우 강도 및 강성의 증가로 인해 관통이 발생되지 않았고 최대처짐 및 파편억제효과가 나타났다. 해석결과는 기존의 실험결과와 비교하여 잘 일치되었고 제안된 복합적 수치해석 기법은 충돌손상에 대한 보강성능을 평가하는데 효과적으로 적용가능하다.

척추운동분절 FE모델에서 충격시간에 따른 마미 단면적의 변화 (Cross sectional area change of the dural-sac according to impact duration in a spinal motion segment FE model)

  • 김영은
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2002년도 춘계학술대회 논문집
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    • pp.117-120
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    • 2002
  • In this study the occlusion of dural-sac, the outer membrane of spinal cord in the lumbar region, was quantitatively analyzed using one motion segment finite element model. Occlusion was quantified by calculating cross sectional area change of dural-sac far different compressive impact duration(loading rate) due to bony fragment at the posterior wall of the cortical shell in vertebral body. Dural-sac was occluded most highly in the range of 8∼12 msec impact duration by the bony fragment intruding into the spinal canal. t=400 msec case 4% cross sectional area change was calculated, which is the same as the cross sectional area change under 6 kN of static compressive loading.

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Roof tile frangibility and puncture of metal window shutters

  • Laboy-Rodriguez, Sylvia T.;Smith, Daniel;Gurley, Kurtis R.;Masters, Forrest J.
    • Wind and Structures
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    • 제17권2호
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    • pp.185-202
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    • 2013
  • The goal of this study was to investigate the vulnerability of roof tile systems and metal shutters to roof tile debris. Three phases addressed the performance of tile roof systems and metal shutters impacted by roof tile debris. The first phase experimentally evaluated the tile fragment size and quantity generated by a tile striking a tile roof system. The second phase experimentally quantified the puncture vulnerability of common metal panel shutter systems as a function of tile fragment impact speed. The third phase provided context for interpretation of the experimental results through the use of a tile trajectory model. The results provide supporting evidence that while metal panel window shutters provide significant protection against a prevalent form of windborne debris, these systems are vulnerable to tile fragment puncture in design level tropical cyclones. These findings correlate with field observations made after Hurricane Charley (2004).

Electron Impact Fragmentations of Chlorinated Organophosphorus Pesticides

  • 홍종기;김도균;팽기정
    • Bulletin of the Korean Chemical Society
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    • 제21권8호
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    • pp.785-792
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    • 2000
  • Mass spectral fragmentations of six chlorinated organophosphorus pesticides were investigated using electron impact mass spectrometry. Understanding the fragmentation pathways, based on the fragment ions of mass spectra, should be useful in the structural elucidation and chemical identification of these compounds. The pro-posed fragmentation pathways were verified by collision-induced dissociation B/E-linked scan spectra. ln most cases,the structures of characteristic fragment ions could be expected by the observation of the peak clusters due to 35Cl and 37Cl isotopes. According to substituted groups on phosphorus atom, phosphate and phospho-rothioate exhibited significantIy differentfragmentation patterns. Especially, phosphate and phosphorothioate with diethyl ester produced more diverse fragment ions than that with dimethyl ester.

Intracluster Ion/Molecule Reactions within 1,1-Difluoroethylene Homocluster

  • 이선영;최창주;정경훈
    • Bulletin of the Korean Chemical Society
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    • 제18권3호
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    • pp.296-300
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    • 1997
  • The intracluster ion/molecule reactions within 1,1-difluoroethene homocluster have been studied by electron-impact quadrupole mass spectrometry. When CH2CF2 seeded in helium is expanded and ionized by electron impact, two different types of ion/molecule association (polymerization) reaction products, i.e., (CH2CF2)n+ (n≥l) and (CF2CH2)qX+ (X=fragment species, q≤n), are formed. The higher association products, (CH2CF2)n+ (n=3, 4), have shown stronger intensities over the lower association product, (CH2CF2)2+, in the low electron impact energy region ( < 39 eV). These stronger intensities are interpreted in terms of the stabilization of these ions due to the ring formations over the dimer ion in this energy region. The evidence of ring formation mechanism is on the basis of the intensity distribution of fragments at various electron impact energy. In another typical branched-chain growth reaction of these compounds, the F-shift reaction path is found to be more favorable energetically than the H-shift via the fragment patterns of clusters and semi-empirical calculation.

155mm 포탄 및 C-4 90kg 기폭에 의한 야전구축 방호자재 및 구조체용 신방호자재의 방호성능 평가 (Evaluation of Protective Performance of Protection Materials for Field and Structural Body by Ignition of 155mm Artillery Shell and C-4 Explosive)

  • 이인철;김홍섭;남정수;김석봉;홍원희;김규용
    • 한국군사과학기술학회지
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    • 제16권4호
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    • pp.493-500
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    • 2013
  • In this study, it was evaluated the protective performance of the protection material for filed of the army by impact of fragment from the explosion of 155mm artillery shell to propose the improvement items. And it was evaluated the protection materials for structural boby such as corrugated steel plate, concrete block, prevention paint of explosion, aluminum foam and concrete T-wall by impact of fragment of 155mm artillery shells and explosion-induced pressure of C-4 explosive. As a result, protective performance of the existing protective material was superior but reinforcement is necessary for secondary damage because sand is leaking. The protective performance of new protective materials was greater than existing protective materials. And it can be used for protective materials.

Multi-solver 기법을 이용한 강판보강 콘크리트 패널의 충돌 수치 시뮬레이션 (Numerical simulation of steel plate reinforced concrete panels exposed to impact loading using multi-solver technique)

  • 노명현;이상열;박대효
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2008년도 정기 학술대회
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    • pp.590-595
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    • 2008
  • In the present paper, the impact damage behavior of steel plate reinforced concrete panels exposed to shock impulsive loading and fragment impact loading is investigated. To evaluate the retrofit performance of a steel-strengthened concrete panels, a numerical experiment using a numerical simulation with AUTODYN, an explicit analysis program is introduced because a real explosion experiment requires the vast investment and expense for facilities as well as the deformation mechanisms are too complicated to be reproduced with a conventional closed-form analyses. The model for the analysis is simplified and idealized as a two-dimensional and axisymmetric case controled with geometry, boundary condition and material properties in order to obtain a resonable computation time. As a result of the analysis, panels subject to either shock loading or fragment loading without the steel plate reinforcement experience the perforation with spalled fragments. In addition, the panels reinforced with steel plate can prevent the perforation and provide the good mechanical effect such as the increase of global stiffness and strength through the composite action between the concrete slab and the steel plate.

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수직 충격률에 따른 척추 경막 단면적 변화 해석 (Analysis of Dural-sac Cross Sectional Area Changes According to Vertical Impact rate)

  • 김영은
    • 대한의용생체공학회:의공학회지
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    • 제24권5호
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    • pp.421-425
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    • 2003
  • 한 개 척추 운동 분절에 대한 유한요소 모델을 이용하여 수직 충격력이 가해질 경우 발생되는 척추 경막의 교합을 해석 하였다. 교합은 수직 충격력의 지속 시간 변화에 따른 골편의 이동으로 인한 척추 경막의 단면적 변화를 계산하여 계량화 하였다. 계산 결과 8∼12ms 의 충격 지속 시간에서 골편의 이동으로 인한 가장 큰 척추 경막의 단면적 변화가 나타났으며 $\Delta$t = 400 ms의 경우에서는 4%만의 척추 경막의 단면적 변화가 나타났다, 이와 같은 해석 결과는 6kN의 수직 정 하중이 가해질 경우에 발생되는 량이 유사한 값으로 이 정도의 충격 지속 시간은 준 정 하중 상태와 유사함을 보이고 있었다.