• Title/Summary/Keyword: 요소 승차감 지수

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Evaluation of the Ride Values of Passenger Cars on the Unevenness and Endurance Roads (내구력 도로와 요철 도로에서 승용차의 승차감 지수 평가)

  • 조영건;정완섭;박세진;윤용산
    • Journal of KSNVE
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    • v.7 no.6
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    • pp.1025-1030
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    • 1997
  • This paper introduces the experimental results of ride values assessed for several passenger cars. The experiment was conducted at four vehicles on two roads for three persons by measuring the acceleration in the 12-axis of human. The results include the comparison of the ride values, such as the component ride values, overall ride value, and seat effective amplitude transmissibiity. It is proved that acceleration between 1 and 15Hz is the most significant in evaluating the ride quality. The contribution of the acceleration in each measurement axis is quantified from the component ride value. SEAT value shows a relatively low sensitivity for the road condition and human mass.

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Frequency Shaped Optimal Control of Semi-active Suspension System Using an MR Damper (자기유변유체를 이용한 반능동형 현가장치의 Frequency shaped 최적 제어)

  • 김기덕;이재형;전도영
    • The Korean Journal of Rheology
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    • v.11 no.2
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    • pp.112-121
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    • 1999
  • An MR(Magneto-Rheological) fluids damper is designed and applied to vibration suppression of a 1/4 car model. The damping constant of MR damper changes according to input current which is controlled in a semi-active way. Several control algorithms are compared in simulations and experiments. The advantage of the proposed Frequency shaped LQ control is that passenger comfort is emphasized in the range of 4~8Hz and driving safety is emphasized around the resonance frequency of unsprung mass.

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Comparison of Vehicle Experiment and Computer Simulation of Seat Vibration using Korean Dummy Model (한국인 더미모델을 이용한 시트진동 시뮬레이션과 실차시험의 비교분석)

  • 유완석;김정훈;박동운;이순영
    • Transactions of the Korean Society of Automotive Engineers
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    • v.12 no.1
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    • pp.145-152
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    • 2004
  • This paper compares seat vibrations of a small passenger car and a SUV. The results also include the comparison of the human body accelerations and the ride values, such as the component ride values, and SEAT values of 12 axis accelerations obtained at the human body and seat track. The ride comfort evaluation is usually carried out by experiments of real cars which are expensive and sometimes may contain errors by passenger's postures. Simulations by computer, on the other hand, enable to solve these problems when the accuracy is proven. This paper, thus, also shows the correlation of human body vibration between experiments and computer simulations. For the computer simulation, korean dummy models are developed from the Hybrid III models by scaling the body data of Hybrid III to those of Korean men and women. From the comparison between the test data and simulation data, a nice correlation in trends was shown.

A Study on the Relation between IRI and PrI (평탄성 지수 IRI와 PrI의 상관관계에 관한 연구)

  • Kim, Kook-Han;Lee, Byung-Duck;Choi, Go-Il;Yang, Sung-Cheol
    • International Journal of Highway Engineering
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    • v.5 no.1 s.15
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    • pp.11-18
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    • 2003
  • Road roughness, as the key factor influencing not only drivers' ride quality and safety but also pavement deterioration, is one of the most important pavement performance indicator to be evaluated by users' subjective assessment. For this reason, a specific number of the pavement roughness has been adopted to monitor the condition of a road for pavement management systems and to evaluate the quality of newly constructed sections, however, none of the unified methodology was internationally accepted. In Korea highway network, road roughness has been used mainly to evaluate newly placed pavement by using 7.6m CP (California Profile meter) to calculate PrI (Profile Index). But this instrument is manually operated to measure road profiles by traffic closure and their interpretation depends on personal bias. Therefore, problems arisen from the manually operated instrument will be overcome by using the APL (Longitudinal Profile Analyzer) which can be operated in the speed of 80km per hour. A study was conducted to correlate the relation from both concrete and asphalt pavement between IRI (measured by APL) and PrI (measured by 7.6m CP). Test results showed that there was a good correlation between IRI and PrI.

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