• Title/Summary/Keyword: High speed crash

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A Study on Crashworthiness for Underframe of Motorized Trailer of High Speed Train (고속전철 동력객차 언더프레임에 대한 충돌특성 연구)

  • 김헌영;김상범;한재형
    • Proceedings of the KSR Conference
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    • 1998.05a
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    • pp.385-392
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    • 1998
  • Train crashes involve complex interaction between deformable bodies in multiple collisions. The purpose of this study is to suggest the effective analytical procedure using simple model for the crashworthiness of motorized trailer of high speed train. The simple model, with very short modeling time and reduced computation time was adopted to extract the global behaviour and to perform a pre-optimization of the considered structure. Firstly, various types of crash events are investigated and the conditions for numerical simulation are defined. The simple model, using the beam and non-linear spring element, and shell element model are used to evaluated energy absorption and deformation mechanism in analyses. And aluminum is applied to real model after verification with square tube analyses. Finally, loading path and energy absorption of main components are evaluated. The analyses are aimed to ensure the crashworthiness design of high speed train.

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Development of n Hybrid Bumper Beam Using Simulation (시뮬레이션을 이용한 하이브리드 범퍼 빔 개발)

  • Lee, J.K.;Kang, D.K.
    • Proceedings of the Korean Society for Technology of Plasticity Conference
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    • 2007.05a
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    • pp.326-330
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    • 2007
  • Bumper back beam is one of the essential structural components of front-end module. It should be designed to withstand a minor bump in low-speed collision, 2.5 mph crash test for example. And weight reduction is always important problem in the design of almost all the parts in car for energy saving. So, the key issues in shape design of a bumper are weight reduction and the performance in 2.5mph crash test. In this study, a light weight and high performance bumper back beam model was developed using analytical approach based on mechanics and FE simulation together.

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Design of Impact Energy Absorber for High Speed railway Vehicles (고속전철용 충격흡수장치의 설계)

  • 허승진;이종현;구정서
    • Proceedings of the KSR Conference
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    • 1998.05a
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    • pp.377-384
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    • 1998
  • The crushable front part of the conventional TGV is composed of 3 energy absorption zones; retractable coupler, protective headstock and honeycomb structure. This frontal part must absorb about 80% of the energy that should be done in a cra shworthy design. The conventional TGV can absorb 2MJ impact energy by the frontal end, but 5MJ is the design target for energy absorption in the next generation TGV. To accomplish this design goal, a new concept of design is necessary for energy absorbing components. In this paper, the design concept of the tube expansion energy absorber will be proposed and analyzed. The crash analysis of the energy absorber are performed by comparing the value of the theoretical equation wi th the simulation calculated from the commercial nonlinear FE-Code ‘PAM-CRASH’ S/W.

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Aluminum Space Frame B.I.W. Optimization Considering Multidisciplinary Design Constraints (다분야 설계 제약 조건을 고려한 알루미늄 스페이스 프레임 차체의 최적 설계)

  • Kim Bum-Jin;Kim Min-Soo;Heo Seung-Jin
    • Transactions of the Korean Society of Automotive Engineers
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    • v.14 no.1
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    • pp.1-7
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    • 2006
  • This paper presents an ASF (Aluminum Space Frame) BIW optimal design, which minimizes the weight and satisfies multi-disciplinary constraints such as the static stiffness, vibration characteristics, low-speed crash, high-speed crash and occupant protection. As only one cycle CPU time for all the analyses is 12 hours, the ASF design having 11-design variable is a large scaled problem. In this study, ISCD-II and conservative least square fitting method is used for efficient RSM modeling. Then, ALM method is used to solve the approximate optimization problem. The approximate optimum is sequentially added to remodel the RSM. The proposed optimization method used only 20 analyses to solve the 11-design variable design problem. Also, the optimal design can reduce the] $15\%$ of total weight while satisfying all of the multi-disciplinary design constraints.

Analysis of Urban Network Operability and Crash Risk Change Caused by Rainfall Using Two-fluid Model Parameters (Two-fluid Model 파라미터를 활용한 강우에 따른 도시부 네트워크 운영성 및 위험도 변화 분석)

  • Lee, Jaehyeon;Moh, Daesang;Kim, Sunho;Lee, Chungwon
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.40 no.2
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    • pp.167-175
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    • 2020
  • The Two-fluid Model, proposed by Herman and Prigogine in 1979, is a macroscopic model for describing network operability in urban networks. Since the Two-fluid Model parameters change according to the traffic flow characteristics, it is necessary to identify the cause of flow change when analyzing the operability using the parameters. This study compared the crash risk according to rainfall using the Two-fluid Model parameters, and explained that the driving behavior affects the operability of the urban network. The results of the parameters estimation showed poor network operation under rainfall condition. The factors of drivers' crash risk perception model were calculated, and driving behavior was analyzed due to crash risk according to rainfall. In both the morning and evening, drivers tended to slow down their speeds to reduce the crash risk, because the risk on rainy days could be high when the speed was the same as on a sunny days. However, the crash risk was still higher on rainy days than sunny. In the future, it is necessary to analyze the relationship between the network operation and the crash risk in various networks and to improve both.

Collapse Characteristics of Aluminum Extruded Sections and Crash Analysis Using Half Scale Model (알루미늄 압출재의 붕괴 특성 및 축소모형을 이용한 충격 해석 기법 연구)

  • 김범진;허승진;구정서;송달호
    • Proceedings of the KSR Conference
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    • 2001.10a
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    • pp.229-234
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    • 2001
  • The aluminum extruded sections are used to the light construction of the high speed rail vehicle structures. However, the research works on the crashworthy design of aluminum extruded sections are not published sufficiently. In this paper, the collapse characteristics of aluminum extruded sections are investigated by crush test and simulation. The scale model studies are also performed to predict the impact energy absorption characteristics of full scale model through axial crush test and simulation.

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Crashworthiness on the full rake of KHST (한국형 고속전철의 충돌안전도 설계 분석)

  • 구정서;박성하;윤영한;김동성
    • Proceedings of the KSR Conference
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    • 1999.11a
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    • pp.526-533
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    • 1999
  • Tn this study, the crashworthy design of the full rake of KHST (Korean High Speed Train under development in G7-project) is numerically evaluated using 2-dimensional crash dynamics. The results of KHST are compared with those of TGV-K (TGV for Seoul-Pusan line). KHST shows better crashworthy behaviors after impact. Specifically, impact forces, decelerations and overriding displacements are much reduced in KHST All the design guidelines under SNCF accident scenario (collision against a movable rigid mass of 15 ton at 110 km/h) are satisfied in KHST.

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Dynamic Tensile Characteristics of the High Strength Steel Sheet for an Auto-body (차체용 고장력 강판의 동적 인장 특성 평가)

  • Kim, Seok-Bong;Huh, Hoon;Shin, Chirl-Soo;Kim, Hyo-Kun
    • Transactions of the Korean Society of Automotive Engineers
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    • v.15 no.1
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    • pp.171-176
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    • 2007
  • An important challenging issue in the automotive industry is the light-weight, safe design and enhancement of crash response of an auto-body structures. These objectives lead to increasing adoption of high strength steel sheet for inner and outer auto-body members. This paper evaluates the dynamic tensile characteristics of high strength steel sheets, HS45R, TRIP60, DP60 and DP100, along the rolling direction and transverse direction. Static tensile tests were carried out at the strain rate of 0.003/sec using the static tensile machine (Instron 5583). Dynamic tensile tests were carried out at the range of strain rate from 0.1/sec to 200/sec using a high speed material testing machine developed. The tensile tests acquire stress-strain relation and strain rate sensitivity of each material. The experimental results show two important aspects for high strength steels: the flow stress increases as strain rate increases; the strain hardening decreases as the tensile stress increases. The experiments also produce interesting results that the elongation does not decrease even when the strain rate increases.

A Study on the Crash Severity of Expressway Work Zones Using Decision Tree (의사결정나무를 이용한 고속도로 공사구간 사고 심각도에 관한 연구)

  • PARK, Yong Woo;BACK, Sehum;PARK, Shin Hyoung;KWON, Oh Hoon
    • Journal of Korean Society of Transportation
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    • v.34 no.6
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    • pp.535-547
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    • 2016
  • This study aims to identify factors that affect the degree of injury severity sustained in traffic crashes on work zone of Korean expressways. To this end, decision tree method was applied to identify influential factors on injury severity and compare characteristics of those factors between work zone and non-work zone. The results from the comparison show that the risk of severity was low when traffic volume and heavy vehicle ratio are high because the factors lower the overall section speed. On the other hand, when the traffic volume and the heavy vehicle ratio are low, the section speed increased and the tendency for high injury severity was confirmed. These findings are expected to help transportation planners and engineers understand which risk factors contribute more to severe injury in the work zones such that they can effectively prepare and implement safety countermeasures.

Assessment on the Possibility of Increase of SB5-B Small Car Impact Velocity (SB5-B 소형차 충돌속도의 상향 가능성 평가)

  • Kim, Kee-Dong;Ko, Man-Gi;Joo, Jae-Woong
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.14 no.6
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    • pp.3013-3022
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    • 2013
  • Satisfying the large car impact condition of the high level SB5-B for "SMART Highway" longitudinal barriers, the possibility of increase of the small car impact velocity from 120km/h to 130km/h was investigated. Through computer simulation using input parameters calibrated to full-scale crash test results, various longitudinal semi-rigid barrier models were improved such that for the small car impact speed of 120km/h the change of longitudinal and transverse velocities of the impact vehicle can satisfy the THIV limit. The barrier model determined through this process satisfied the performance assessment criteria for SB5-B impact conditions. Varying the wing angle of slip block-outs of the passed barrier model, the possibility of increase of the small car impact velocity was investigated by FEA and a full-scale crash test was conducted. It has been shown that the possibility to increase the small car impact speed to 130km/h is high if the test facility condition for 130km/h impact velocity is better equipped.