• 한국항공우주학회지
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• 제40권7호
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• pp.601-607
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• 2012

착륙장치는 완충장치를 이용하여 항공기 착륙 시의 충격을 흡수하는 역할을 한다. 군용 헬기를 비롯한 일부 항공기에서는 비상 착륙시 탑승원의 생존성과 안전성을 향상시키기 위해, 착륙장치에 내추락 요구조건을 부여하기도 한다. 이 논문에서는 관련 규정에서 요구하고 있는 내추락 요구조건을 충족하는 착륙장치 설계 개념을 제시하고, 성능해석 및 낙하시험을 통한 입증 과정을 소개한다. 추락 시 착륙장치 충격흡수 능력과 거동은 낙하시험 시 측정한 다양한 센서 데이터 및 고속 카메라로 촬영한 동영상 분석을 통해 확인할 수 있다.

• 한국ITS학회 논문지
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• 제9권1호
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• pp.55-68
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• 2010

IEEE WAVE는 고속 이동 중인 차량 네트워크에서 운전자 안전 정보 및 상업적 서비스를 제공하기 위한 무선 전송 기술로써 현재 표준화가 활발히 진행 중이다. 본 논문에서는 IEEE WAVE를 기반으로 하는 안전운전 지원 서비스를 위한 응용계층 프로토콜과 이를 기반으로 하는 응용 시스템을 소개한다. 본 논문에서 다루는 안전운전 지원 서비스로는 공사구간 정보 서비스 및 사고차량 신고 서비스, 응급차량 알림 서비스, 프로브 서비스, 딜레마구간 의사결정 지원 서비스를 포함한다. 시스템의 기능 검증을 위하여 에뮬레이터 시스템을 구현하였으며 에뮬레이터는 차량과 도로의 모든 상황을 관리하는 에뮬레이터 서버와 각각의 기능 개체(차량 및 노변, 교통 센터)를 포함하는 클라이언트로 구성된다.

• 천문학회지
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• 제36권3호
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• pp.111-121
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• 2003

In order to explore the cosmic ray acceleration at the cosmological shocks, we have performed numerical simulations of one-dimensional, plane-parallel, cosmic ray (CR) modified shocks with the newly developed CRASH (Cosmic Ray Amr SHock) numerical code. Based on the hypothesis that strong Alfven waves are self-generated by streaming CRs, the Bohm diffusion model for CRs is adopted. The code includes a plasma-physics-based 'injection' model that transfers a small proportion of the thermal proton flux through the shock into low energy CRs for acceleration there. We found that, for strong accretion shocks with Mach numbers greater than 10, CRs can absorb most of shock kinetic energy and the accretion shock speed is reduced up to $20\%$, compared to pure gas dynamic shocks. Although the amount of kinetic energy passed through accretion shocks is small, since they propagate into the low density intergalactic medium, they might possibly provide acceleration sites for ultra-high energy cosmic rays of $E\ll10^{18}eV$. For internal/merger shocks with Mach numbers less than 3, however, the energy transfer to CRs is only about $10-20\%$ and so nonlinear feedback due to the CR pressure is insignificant. Considering that intracluster medium (ICM) can be shocked repeatedly, however, the CRs generated by these weak shocks could be sufficient to explain the observed non-thermal signatures from clusters of galaxies.

• Nuclear Engineering and Technology
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• 제46권1호
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• pp.73-80
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• 2014

A concrete cask is an option for spent nuclear fuel interim storage. A concrete cask usually consists of a metallic canister which confines the spent nuclear fuel assemblies and a concrete overpack. When the overpack undergoes a missile impact, which might be caused by a tornado or an aircraft crash, it should sustain an acceptable level of structural integrity so that its radiation shielding capability and the retrievability of the canister are maintained. A missile impact against a concrete overpack produces two damage modes, local damage and global damage. In conventional approaches [1], those two damage modes are decoupled and evaluated separately. The local damage of concrete is usually evaluated by empirical formulas, while the global damage is evaluated by finite element analysis. However, this decoupled approach may lead to a very conservative estimation of both damages. In this research, finite element analysis with material failure models and element erosion is applied to the evaluation of local and global damage of concrete overpacks under high speed missile impacts. Two types of concrete overpacks with different configurations are considered. The numerical simulation results are compared with test results, and it is shown that the finite element analysis predicts both local and global damage qualitatively well, but the quantitative accuracy of the results are highly dependent on the fine-tuning of material and failure parameters.

• 한국인터넷방송통신학회논문지
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• 제15권4호
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• pp.239-247
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• 2015

최근에 자동차 사고발생 빈도수가 높은 정면충돌사고와 추돌사고에 대해 사회적 관심도 높아지면서 다양한 연구들이 진행되고 있다. 본 연구에서는 자동차 충돌사고에서 재구성을 위한 유효충돌속도와 인체상해발생정도의 관계를 과학적으로 분석하여 관련 모형식을 제시하였으며, 인체상해가 가능한 자동차 실차실험의 한계가 명확하므로 이를 대신하여 각종 충돌실험자료와 인체실험자료 등을 심층 분석하고자 하였다. 그 결과로 정면 및 추돌사고의 경우에는 유효 충돌속도가 7 km/h 이하에서는 상해가 발생하지 않는 임계치를 나타냈으며, 충돌속도와 소성변형량 정도를 통해 상해정도가 유효충돌속도에 선형적으로 비례하는 모형식을 제시하였다. 따라서 본 연구를 통하여 새롭게 제시된 유효충돌속도와 상해발생정도의 추정모형은 사고재구성에서 최소한의 공학적 판단기준으로 활용 가능하여 법적 분쟁시 유익한 정보를 제공할 것으로 사료된다.

• 천문학회지
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• 제35권4호
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• pp.159-174
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• 2002

Cosmological hydrodynamic simulations of large scale structure in the universe have shown that accretion shocks and merger shocks form due to flow motions associated with the gravitational collapse of nonlinear structures. Estimated speed and curvature radius of these shocks could be as large as a few 1000 km/s and several Mpc, respectively. According to the diffusive shock acceleration theory, populations of cosmic-ray particles can be injected and accelerated to very high energy by astrophysical shocks in tenuous plasmas. In order to explore the cosmic ray acceleration at the cosmic shocks, we have performed nonlinear numerical simulations of cosmic ray (CR) modified shocks with the newly developed CRASH (Cosmic Ray Amr SHock) numerical code. We adopted the Bohm diffusion model for CRs, based on the hypothesis that strong Alfven waves are self-generated by streaming CRs. The shock formation simulation includes a plasma-physics-based 'injection' model that transfers a small proportion of the thermal proton flux through the shock into low energy CRs for acceleration there. We found that, for strong accretion shocks, CRs can absorb most of shock kinetic energy and the accretion shock speed is reduced up to $20\%$, compared to pure gas dynamic shocks. For merger shocks with small Mach numbers, however, the energy transfer to CRs is only about $10-20\%$ with an associated CR particle fraction of $10^{-3}$. Nonlinear feedback due to the CR pressure is insignificant in the latter shocks. Although detailed results depend on models for the particle diffusion and injection, these calculations show that cosmic shocks in large scale structure could provide acceleration sites of extragalactic cosmic rays of the highest energy.

• 한국건축시공학회지
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• 제12권4호
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• pp.377-385
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• 2012

In this study, the Impact resistance of steel fiber and organic fiber reinforced concrete and mortar was evaluated and the improvement in toughness resulting from an increase in compressive strength and mixing fiber for impact resistance on performance was examined. The types of fiber were steel fiber, PP and PVA, and these were mixed in at 0.1, 0.5 and 1.0 vol.%, respectively. Impact resistance is evaluated with an apparatus for testing impact resistance performance by high-speed projectile crash by gas-pressure. For the experimental conditions, Specimen size was $100{\times}100{\times}20$, 30mm ($width{\times}height{\times}thickness$). Projectile diameter was 7 and 10 mm and impact speed is 350m/s. After impact test, destruction grade, penetration depth, spalling thickness and crater area were evaluated. Through this evaluation, it was found that as compressive strength is increased, penetration is suppressed. In addition, as the mixing ratio of fiber is increased, the spalling thickness and crater area are suppressed. Organic fibers have lower density than the steel fiber, and population number per unit area is bigger. As a result, the improvement of impact resistance is more significant thanks to dispersion and degraded attachment performance.

• 한국자동차공학회논문집
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• 제14권6호
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• pp.112-119
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• 2006

This paper is concerned with the light-weight design of a center-pillar assembly for the high-speed side impact of vehicle using advanced high strength steels(AHSS). Steel industries continuously promote the ULSAB-AVC project for applying AHSS to structural parts as an alternative way to improve the crashworthiness and the fuel efficiency because it has the superior strength compared to the conventional steel. In order to simulate deformation behavior of the center-pillar assembly, a simplified center-pillar model is developed and parts of that are subdivided employing tailor-welded blanks(TWB) in order to control the deformation shape of the center-pillar assembly. The thickness of each part which constitutes the simplified model is selected as a design parameter. Factorial design is carried out aiming at the application and configuration of AHSS to simplified side-impact analysis because it needs tremendous computing time to consider all combinations of parts. In optimization of the center-pillar, S-shaped deformation is targeted to guarantee the reduction of the injury level of a driver dummy in the crash test. The objective function is constructed so as to minimize the weight and lead to S-shape deformation mode. Optimization also includes the weight reduction comparing with the case using conventional steels. The result shows that the AHSS can be utilized effectively for minimization of the vehicle weight and induction of S-shaped deformation.

• Journal of Welding and Joining
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• 제34권1호
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• pp.59-67
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• 2016

The automotive manufactures increase their use of lightweight materials to improve fuel economy and energy usage has a significant influence on the choice of developing materials. To meet this requirements manufacturers are replacing individual body parts with lightweight metals, for these the process treating and painting surfaces is changing. The pre-coated steels are newly developed to avoid the conventional complex and non-environmental painting process in the body-in-white car manufacturing. The development of new joining techniques is critically needed for pre-coated steel sheets, which are electrically non-conductive materials. In the present study, dissimilar combination of pre-coated steel and galvanized steel sheets were joined by the self-piercing rivet, adhesive bonding and hybrid joining techniques. The tensile shear test and free falling high speed crash test were conducted to evaluate the mechanical properties of the joints. The highest tensile peak load with large deformation was observed for the hybrid joining process which has attained 48% higher than the self-piercing rivet. Moreover, the hybrid and adhesive joints were observed better strain energy compared to self-piercing rivet. The fractography analyses were revealed that the mixed mode of cohesive and interfacial fracture for both the hybrid and adhesive bonding joints.

• 대한교통학회지
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• 제31권4호
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• pp.58-66
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• 2013

도시고속도로는 교통량이 많고 주행속도가 높아 도로점용 공사 시 교통사고 위험 뿐만 아니라 차로 수 감소, 차로 변경, 가감속 등의 증가로 마찰이 증대되어 교통정체를 야기한다. 본 연구는 공사구간을 효율적으로 운영관리 하기 위해서 이동성과 안전성의 두 가지 측면을 만족하는 공사구간 적정 완화구간 길이 산정을 목적으로 한다. 분석을 위해 차로수별 3가지 시나리오를 구성하였고, 각 시나리오별로 완화구간 길이를 100-500m까지 100m 간격으로 변화시키며 적정 완화구간 길이를 결정하였다. 그 결과, 편도 3, 4차로 도로의 1차로 점용 공사 시 300m, 편도 2차로 도로의 1차로 점용 공사 시 200m로 나타났다. 편도 차로 수에 따라 동일한 완화구간 길이로 운영하는 것보다는 차로 수에 따라 다르게 운영하는 것이 우수하다는 결과를 도출하였다.