• Computers and Concrete
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• 제22권6호
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• pp.515-525
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• 2018

This paper presents a numerical study on the performance of reinforced concrete (RC) bridge structures subjected to heavy goods vehicle (HGV) collision. The objectives of this study are to investigate the dynamic response and failure modes of different types of bridges under impact loading as well as to give an insight into the simplified methods for modeling bridge structures. For this purpose, detailed finite-element models of HGV and bridges are established and verified against the full-scale collision experiment and a recent traffic accident. An intensive parametric study with the consideration of vehicle weight, vehicle velocity, structural type, simplified methods for modeling bridges is conducted; then the failure mode, impact force, deformation and internal force distribution of the validated bridge models are discussed. It is observed that the structural type has a significant effect on the force-transferring mechanism, failure mode and dynamic response of bridge structures, thus it should be considered in the anti-impact design of bridge structures. The impact force of HGV is mainly determined by the impact weight, impact velocity and contact interface, rather than the simplification of the superstructure. Furthermore, to reduce the modeling and computing cost, it is suggested to utilize the simplified bridge model considering the inertial effect of the superstructure to evaluate the structural impact behavior within a reasonable precision range.

• Steel and Composite Structures
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• 제38권3호
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• pp.271-280
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• 2021

In this study, the fatigue property of U rib-to-crossbeam connections in orthotropic steel bridge (OSB) crossbeams under heavy traffic vehicle load was investigated considering the effects of in-plane shear stress. The applicability of an improved structural stress (ISS) method was validated for the fatigue behavior analysis of nonwelded arc-shaped cutout regions in multiaxial stress states. Various types of fatigue testing specimens were compared for investigating the equivalent structural stress, fatigue crack initiation positions, and failure modes with the unified standards. Furthermore, the implications of OSB crossbeams and specified loading cases are discussed with respect to the improved method. The ISS method is proven to be applicable for analyzing the fatigue property of nonwelded arc-shaped cutout regions in OSB crossbeams. The used method is essential for gaining a reliable prediction of the most likely failure modes under a specific heavy traffic vehicle load. The evaluated results using the used method are proven to be accurate with a slighter standard deviation. We obtained the trend of equivalent structural stress in arc-shaped cutout regions and validated the crack initiation positions and propagation directions by comparing them with the fatigue testing results. The implications of crossbeam spans on fatigue property are less significant than the effects of crossbeams.

• 한국수소및신에너지학회논문집
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• 제34권4호
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• pp.369-380
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• 2023

There is no clear standard for estimating the power distribution of fuel cells and batteries to meet the required power in hydrogen electric vehicles. In this study, a hydrogen electric vehicle simulation model equipped with a vehicle electric component model including a fuel cell system was built, and a power distribution strategy between fuel cells and batteries was established. The power distribution model was operated through two control strategies using step control and fuzzy control, and each control strategy was evaluated through data derived from the simulation. As a result of evaluation through the behavior data of state of charge, fuel cell current and balance of plant, fuzzy control was evaluated as a proper strategy in terms of control stability and durability.

• 디지털콘텐츠학회 논문지
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• 제12권2호
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• pp.185-194
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• 2011

본 논문은 게임과 가상현실 시스템을 위한 스테이트챠트(Statecharts) 기반의 점진적인(progressive) 행위 LOD 모델을 소개하고 있다. 시스템의 리소스를 최대한 활용할 수 있도록 상황에 따라 임의의 복잡도를 가진 행위 LOD를 자유롭게 생성할 수 있는 스테이트챠트 기반의 명세 프로세스를 포함하여, 모델간 개량(refinement) 연산, 모델 간 전환(switching) 법칙, LOD 선택 정책 등을 정의하였다. 더불어, 제안된 접근방법의 가능성을 보여주기 위해, 가상 자동차가 단계적으로 설계되어가면서 점진적인 LOD 모델이 되는 예를 들고 있다.

• 한국철도학회논문집
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• 제4권4호
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• pp.131-137
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• 2001

The dynamic behavior of high speed train is very important because of its safety and passengers' ride comfort. The railway vehicle is composed of many suspension components, such as 1st springs, 1st dampers, 2nd springs and 2nd dampers, that have an influence on the dynamic characteristics of high speed train. Also, the wheel/rail shapes and the track geometry affect the dynamic behavior of high speed train. This paper reviews the dynamic behavior of KHST in the KTX test line. The VAMPIRE program is used for this simulation. The simulation results are within the limits of safety criteria. Thus the KHST can operate safely at 350 km/h in the KTX test line.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2003년도 추계학술대회 논문집(II)
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• pp.563-568
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• 2003

High-speed railway bridges subject to effect of dynamic loads by interaction between vehicle load which run specially fast and behavior of bridges. Such dynamic load effects result in fluctuations and fatigues to each elements as well as whole conduct of bridges. and is influenced in life of bridges. For these reason. Analysis and estimation of data about dynamic behavior of bridges occupies important factor in that estimate the remaining life of bridges and select the maintenance. repair and retrofit. In this paper. Analysis for the dynamic behavior of bridges using displacement and acceleration data that is actuality measure data to the bridges of Seoul-Susan high speed railroad test section has been made.

• 대한교통학회지
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• 제31권6호
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• pp.34-42
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• 2013

교통사고의 원인은 크게 차량요인, 도로환경요인, 인적요인으로 구성되는데 과거에 비해 비약적으로 발전한 기술로 인하여 현재는 교통참가자들의 교통행동이 가장 중요한 원인으로 주목받고 있다. 최근 활발하게 연구가 이루어지고 있는 정서는 인간의 판단과 행동결정에서 그 역할이 중요시 되고 있다. 이에 운전자가 운전행동을 판단하고 결정할 때에도 정서가 영향을 줄 것으로 예상되며 운전자의 정서가 운전행동에 어떠한 영향을 주는지 밝혀내는 것이 본 연구의 목적이다. 분석결과 긍정적 정서는 운전행동에 큰 영향을 주지 않지만 부정적 정서의 경우 안전운전 요인 및 여유운전 요인과는 부적(-) 상관관계를, 난폭운전 요인 및 법규위반 요인과는 강한 정적(+) 상관관계를 갖는 것으로 나타났다. 또한 회귀분석을 통해 적합도가 가장 높은 2차 함수 모형을 구축하였다. 본 연구는 운전자의 정서와 운전행동과의 관계를 확인했다는 점에서 의의가 있으며 교통사고를 줄이기 위한 정책을 수립하고 결정할 때뿐만 아니라 효과적인 운전자 교통안전교육의 기초연구로서 의미가 있다고 할 수 있다.

• 한국도로학회논문집
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• 제11권2호
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• pp.75-83
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• 2009

충격흡수시설의 충돌거동은 보통 0.4초 미만의 짧은 순간에 일어나므로 삼차원의 매우 복잡한 거동을 수치적으로 계산한다는 것은 쉽지 않다. 따라서 새로운 충격흡수시설을 개발할 때 특별한 설계단계를 거치지 않고 실물차량 충돌시험에만 의존하고 있는 실정이다. 충돌시험에서 탑승자 안전도를 평가하기 위해서 계측기를 통해 가속도와 각속도를 추출하여 계산하고 있으며 고속카메라를 이용해 차량과 충격흡수시설의 충돌거동을 촬영한다. 하지만 고속카메라 영상의 활용범위는 제한적으로 사용되고 있으며, 탑승자 안전도 분석이나 충격흡수시설의 에너지소산 메커니즘을 분석하기위해 활용된 사례가 없다. 본 연구에서는 계측기로부터 획득한 데이타와 고속카메라 영상분석을 통해 추출된 데이타를 비교해 적합성 여부를 판단하고 탑승자 안전도 해석이나 충돌거동을 분석 에 활용할 수 있는 방안을 모색하였다.

• 한국정밀공학회지
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• 제17권4호
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• pp.220-225
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• 2000

This paper develops a finite element model for studying occupant behavior of a mid-size truck equipped with a driver side airbag. The developed model simulates an occupant behavior using PAM-CRASH/PAM-SAFE in super computer SP2. The model is developed based on a sled test. A 50% hybrid dummy III is used for measuring head and chest accelerations and femur loads, and major injury coefficients such as HIC, CA and femur load. Inferior components such as foot rest, seat, kneebolster, crash pad, etc. are roughly modeled and defined by a rigid material model. And contact type II is used for detecting a contact with dummy. Contact type II definition uses force-deflection relationship of each body Such components as steering column which directly affect on the occupant injuy are modeled in detail and defined by an elastic-plastic material model. Airbag cushion is modeled using rivet elements. Airbag cover groove is modeled using rivet elements. Airbag tether is modeled as nonlinear bar elements. Airbag model has two vent holes to ventilating the exploded gas. Airbag is folded close to the real airbag folding procedure, and folded cautiously in order not to have initial penetration. A vehicle pulse acquired from 31mph frontal barrier test is used as input signal for the simulation. The simulation conditions are tuned to the sled test ones. The measured dummy accelerations and major injury coefficients, and filmed dummy behavior and airbag inflation process using high speed camera are compared to the simulation results to verify the developed finite element model.

• Structural Engineering and Mechanics
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• 제59권6호
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• pp.1095-1120
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• 2016

This paper investigates the change of structural characteristics of steel cable-stayed bridges after cable failure. Cables, considered as the intermediate supports of cable-stayed bridges, can break or fail for several reasons, such as fire, direct vehicle clash accident, extreme weather conditions, and fatigue of cable or anchorage. Also, the replacement of cables can cause temporary disconnection. Because of the structural characteristics with various geometric nonlinearities of cable-stayed bridges, cable failure may cause significant change to the structural state and ultimate behavior. Until now, the characteristics of structural behavior after cable failure have rarely been studied. In this study, rational cable failure analysis is suggested to trace the new equilibrium with structural configuration after the cable failure. Also, the sequence of ultimate analysis for the structure that suffers cable failure is suggested, to study the change of ultimate behavior and load carrying capacity under specific live load conditions. Using these analysis methods, the statical behavior after individual cable failure is studied based on the change of structural configuration, and distribution of internal forces. Also, the change of the ultimate behavior and load carrying capacity under specific live load conditions is investigated, using the proposed analysis method. According to the study, significant change of the statical behavior and ultimate capacity occurs although just one cable fails.