• Journal of the korean Society of Automotive Engineers
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• v.18 no.4
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• pp.27-35
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• 1996

측면 충돌시 승객의 안전확보를 위한 미국 및 유럽의 법규 제정 과정과 배경을 살펴보고 이 두 법규를 비교하였다. 또한 이들 신 법규에 대응한 신차 개발을 위하여 컴퓨터 시뮬레이션과 같은 해석 기법을 이용시 개발 비용의 절감은 물론 개발기간도 단출할 수 있음을 보이고 미국 법규에 따른 해석 사례를 소개하였다. 정적 도어 구조 강성 해석의 경우 시험값과 평균적으로 10% 내의 오차를 보여주었다. 또한 동적 측면 충돌 해석 결과는 시험값과 비교하여 이동 대차 중심, 우측 B-필라하단 및 운전석 도어 중심에서의 Y-방향 속도의 경우 평균적으로 약 5% 차이를 보였으며 운전석 더미의 상해치는 골반 가속도의 경우 약 30%, 흉부 상해치의 경우 약 4%차이를 보여주었다. 이러한 해석 기술의 발달은 해석 결과와 시험결과 사이의 차이를 더욱 줄일 것으로 기대되며 이를 효과적으로 이용시 시작차의 제작비 및 시험비 절감 및 개발기간 단축을 가져와 자동차 설계분야의 국제경쟁력을 높이는 중요한 역할을 할 것으로 기대된다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.9 no.4
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• pp.169-176
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• 2005

An analysis of the annual frequency of collapse(AF) is performed for each bridge pier exposed to ship collision. From this analysis, the impact lateral resistance can be determined for each pier. The bridge pier impact resistance is selected using a probability-based analysis procedure in which the predicted annual frequency of bridge collapse, AF, from the ship collision risk assessment is compared to an acceptance criterion. The analysis procedure is an iterative process in which a trial impact resistance is selected for a bridge component and a computed AF is compared to the acceptance criterion, and revisions to the analysis variables are made as necessary to achieve compliance. The distribution of the AF acceptance criterion among the exposed piers is generally based on the designer's judgment. In this study, the acceptance criterion is allocated to each pier using allocation weights based on the previous predictions.

• Journal of the Korea institute for structural maintenance and inspection
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• v.10 no.3
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• pp.123-134
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• 2006

In this study ship collision risk analysis is performed to determine the design vessel for collision impact analysis of the maritime bridge. Method II which is a probability based analysis procedure is used to select the design vessel for collision impact from the risk analysis results. The analysis procedure, an iterative process in which a computed annual frequency of collapse(AF) is compared to the acceptance criterion, includes allocation method of acceptance criterion of annual frequency of bridge component collapse. The AF allocation by weights seems to be more reasonable than the pylon concentration allocation method because this AF allocation takes the design parameter characteristics quantitatively into consideration although the pylon concentration allocation method brings more economical results when the overestimated design collision strength of piers compared to the strength of pylon is moderately modified. From the assessment of ship collision risk for each bridge pier exposed to ship collision, a representative design vessel for all bridge components is selected. The design vessel size varies much from each other in the same bridge structure depending upon the vessel traffic characteristics.

• Composites Research
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• v.31 no.1
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• pp.37-41
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• 2018

The aim of the current work is to characterise a piecewisely-integrated composite bumper beam based on the IIHS bumper crash protocol. IIHS bumper crash FE analysis for an aluminium type bumper beam was carried out to get the information about the dominant loading types at several regions in the bumper beam during crash. In the meantime, robust stacking sequences against tension and compression have been searched for using FE analysis of a coupon type model. After determining most effective stacking sequences for tension and compression, three-point bending simulation was preliminarily carried out to investigate the combination performance of them. Finally, IIHS bumper crash FE analysis for the piecewisely-integrated composite bumper beam, which consisted of the combination of tension effective stacking sequence and compression efficacious stacking sequence, was conducted and the result was compared with other types of composite bumper beams. It was found that the newly suggested piecewisely-integrated composite bumper beam showed superior crashworthy behaviour to those of uni-modal stacking sequence composite bumper beams.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.30 no.4
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• pp.297-306
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• 2017

The concrete median barrier used currently in South Korea was developed the impact level of SB5-B(270kJ). However, the impact level of SB6(420kJ) should be considered in many placed with the increased accident of heavy vehicles. In order to increase the impact resistance of newly developed concrete median barrier, the computer simulation was conducted before real field test. For the accurate behavior of concrete, the parameter, such as impact vehicle, concrete cover depth and deterioration, was important. In this paper, a parametric study was conducted depending on vehicle curb weight, concrete cover depth and level of deterioration. The impact resistance of concrete median barrier was severely changed depending on vehicle curb weight and concrete cover depth. Furthermore, the impact resistance of concrete median barrier was also decreased due to deterioration of concrete, therefore the repair and rehabilitation should be conducted for damaged concrete depending on deterioration level. Therefore, vehicle curb weight, cover depth of concrete structures and deterioration level of concrete should be carefully considered for conducting analysis of concrete structure to vehicle collision.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.21 no.11
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• pp.843-850
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• 2020

The purpose of this study is to evaluate the structural risk and weakness of a railway tank car through nonlinear collision analysis according to overseas collision safety standards. The goal is to propose a crash safety design guideline for railway tank cars for transporting dangerous goods in Korea. We analyzed the buffer impact test procedure of railway freight cars prescribed in EN 12663-2 and the tank puncture test criteria prescribed in 49CFR179. A nonlinear finite element model according to each standard was modeled using LS-DYNA, a commercial finite element analysis solver. As a result of the buffing impact test simulation, it was predicted that plastic deformation would not occur at a collision speed of 6 km/h or less. However, plastic deformation was detected at the rear of the center sill and at the tank center supporting the structure at a collision speed of 8 km/h or more. As a result of a head-on test simulation of tank puncture, the outer tank shell was destroyed at the corner of the tank head when 4% of the kinetic energy of the impacter was absorbed. The tank shell was destroyed in the area of contact with the impacter in the test mode analysis of tank shell puncture when the kinetic energy of the moving vehicle was reduced by 30%. Therefore, the simulation results of the puncture test show that fracture at the tank shell and leakage of the internal material is expected. Consequently, protection and structural design reinforcement are required on railway tank cars in Korea.

• The Journal of the Institute of Internet, Broadcasting and Communication
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• v.15 no.3
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• pp.201-209
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• 2015

The deformed degree of car body varies largely with the collision part from side collision of car-to-car. In case of deformation of car body caused by collision, the movement is different as speed energy changes to strain energy. Generally, in the analysis of traffic accident, the movement of car after the collision is analyzed by law of conservation of motion and the error of energy absorption rate along the deformation of car body can be calibrated by inputting coefficient of restitution, but it is current situation that coefficient of restitution applied by referring to the research results of forward collision and backward collision because the research results of side collision is rare. Vehicle model of finite element method applied by structure of car body and materials of each component was analyzed by explicit finite element method, and coefficient of restitution and collision detection time along contact part of side collision was drawn by analyzing the results. Analysis result acquired through the law of conservation momentum by applying finally-computed coefficient of restitution and crash detection time compared to collision result of actual vehicle. As a result, the reliability of analysis was higher than the existing analysis method were acquired when applying the drawn initial input value that used finite element method analysis model.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.31 no.2A
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• pp.43-49
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• 2011

In this study, to analyze the collision behaviors of the bridge super-structure and the vessel which the collision point is located far from its rotation center such as bridge of a vessel and equipments on a barge, the simplified collision model was proposed. The model was configured to denote the mass, stiffness and the nonlinear behaviors of the bridge and the vessel. The nonlinear equation of motions of the proposed model were numerically solved by 4th order Runge-Kutta method. The parametric studies were performed for various collision conditions by the standardized Korean barge vessel in term of barge width, and its effects to the maximum collision load of bridge were analyzed.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.14 no.2
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• pp.245-255
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• 1994

A two-dimensional Lagrangian finite-difference computer program is developed for the wave propagation analysis of impact phenomena. The numerical scheme is the standard method originally proposed by Von Neuman and Richtmyer, using artificial viscosity to smooth shock fronts. The material model used in the study is the standard hydrodynamic-elastic-plastic relations with Von-Mises yield criterion. A test configuration consisted of a target and a projectile were calculated to understand the response of a colliding event. However, the computer code is in plane strain, the calculations were intended for generating the qualitative features of the model behaviors. Nevertheless, the computational results were consistent with the experimental observations and provided a rational basis to interpret the modes of failures.

• Korean Journal of Crystallography
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• v.19 no.1
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• pp.7-13
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• 2008

고체 표면의 구조해석 방법에는 LEED(저에너지 전자선 회절법)나 RHEED(반사 고에너지 전자선 회절법) 등과 같이 표면의 2차원적 회절상을 해석하는 방법이 있고(역격자 공간의 해석), 또는 ISS(이온산란 분광법), RBS(러더포드 후방산란법) 등과 같이 표면 원자의 실공간에 대한 정보를 직접 얻는 방법이 있다. 실제로는 두 가지 종류의 분석법을 상호 보완적으로 조합하여 효율적인 구조해석을 수행한다. 본고에서는 직충돌 이온산란 분광법(ICISS: Impact Collision Ion Scattering Spectroscopy)에 대한 원리, 장치, 측정방법 등을 소개한 전고에 이어서 이를 이용한 반도체 표면구조 해석에 관하여 기술하고자 한다. 표면의 원자구조를 알아내기 위해서는 산란된 입자의 강도를 입사각도와 출사각도에 대하여 조사하여야 하는데, 이온이 원자와 충돌하여 산란될 때 원자의 후방으로 형성되는 shadow cone에 의하여 생성되는 집속 효과(focusing effect) 및 가리움 효과(blocking effect) 중에서 ICISS는 집속 효과만을 고려하여 해석하면 실공간에서의 원자구조를 해석할 수 있다. 본 고에서는 ICISS를 이용하여 금속 또는 절연체 물질이 반도체 표면 위에서 흡착 또는 성장될 때 초기의 계면 구조 해석, 금속/반도체 계면에서 시간에 따른 동적변화 해석, III-V족 반도체의 표면구조 해석, 반도체 기판 위에서 박막 성장 과정 해석 등에 관한 연구 사례를 소개하고자 한다.