• Title/Summary/Keyword: Tire 강성설계

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A Study on Tire Labeling Performance for Tire Stiffness Design (타이어 기본강성 설계에 따른 타이어 라벨링 성능변화 연구)

  • Kang, Young Kyu;Kim, GunHo;Jang, InSung;Oh, YagJeon
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2013.10a
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    • pp.265-267
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    • 2013
  • Tire labeling is an important issue to reduce $CO_2$ and to secure the safety of tire/vehicle on wet road. A basic study on the effects of tire basic stiffness design on tire labeling performance has been done through experimental test. The pass-by noise is affected by tire structural design. The tire with lower side part stiffness and lower tread part stiffness has the lowest PBN level and the best wet grip. And the tire with higher tread part stiffness and higher side part stiffness has the better RR performance. Also it is observed that the trade-off between RR and wet grip exists for various tire stiffness design.

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A Study on Tire Stiffness Design to reduce Tire Rumble Noise (럼블 소음 저감을 위한 타이어 강성 설계 방안 연구)

  • Kin, Kun-Ho;Kang, Young-Kyu;Kim, Kee-Woon
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2012.04a
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    • pp.298-304
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    • 2012
  • The development of low rolling resistance tire with weight reduction in tire and vehicle may induce high level of tire/road noise, especially the rumble road noise on rough road. In this paper, the design factor for good rumble noise is considered in view of tire and vehicle. For the 3 mid-sized sedans, the rumble noise is very sensitive to the test vehicle. And it is concluded that the tire with high tread part stiffness and low sidewall part stiffness shows best rumble noise performance, and the rumble noise is in trade-off relation with cavity resonance noise. So, it is desirable to select and change proper construction design factors to have good tire/vehicle rumble noise.

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A Prediction of Sound Radiation from Tire Treadband Vibration (타이어 트레드밴드 진동 음향방사 예측)

  • Byoung-Sam Kim;Seong-Gon Cho
    • Journal of the Korean Society of Safety
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    • v.12 no.1
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    • pp.133-139
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    • 1997
  • The noise generated from a treadband mechanism of a tire has been the subject of this research. In particular, the treadband has been treated as an infinite tensioned beam resting on an elastic foundation which includes damping. The main objective is to predict the sound power generated from a system mentioned above by locating harmonic point forces representing the excitation of treadband at the contact patch. It is possible to predict the sound power radiated from this structure by using wavenumber transformation techniques. In order to find out the minimum radiated sound power, All parameters were varied. Thus, this model can be used as a tire design guide for selecting parameters which produces the minimum noise radiation.

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A Comparison Study on the Design of Dynamic Response appears on Bridge as operation of Light Railway Train (경량전철 주행 시 교량에 발생하는 동적응답 설계 비교 연구)

  • Yeon, Sang-Ho;Kang, Sung-Won
    • Proceedings of the KSR Conference
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    • 2008.06a
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    • pp.86-92
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    • 2008
  • AGT system is a kind of light railway train. AGT system use of concrete track and rubber tire, so it can be reduce the noise and vibration, compare to the normal train system. And, the dynamic responses of normal bridge are influenced by the dynamic characteristics of bridge, the speed of vehicle and the surface roughness of railway. But the AGT system bridge is influenced not only the above facts but also the guiderail unevenness, because, AGT vehicle steered by guiderail. So, in this study, optimized service condition is suggested for the design and operation of AGT system, by the means of experimental study. The experiments are executed for PSC bridge with length of 30m, at the AGT test line in Kyongsan. The test results are compared and investigated according to the prominence. In the test result, the guiderail prominence influenced on the dynamic response of bridge. It shows a increase as compared with no guiderail prominence in the dynamic response value acceleration, displacement, stain.

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Design Optimization on Diaphragm Stiffness and Spacing of Steel-Box Girder Bridges with a Single-Cell Section (단실단면을 갖는 강박스 거더교의 다이아프램의 강성과 간격에 관한 설계 최적화)

  • 임다수;박남회;한택희;강영종
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2003.10a
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    • pp.133-144
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    • 2003
  • Generally, diaphragms are installed in the box girder to prevent or decrease the distortion of tile cross section. In engineering practice, diaphragms are spaced in 5m intervals without reasonable basis. ANd the usual diaphragm type is solid-plate type. It is considered to be noneconomical design to the almost design engineers. In this paper, the parametric study was performed to present the design proposal about the diaphragm stiffness and spacing only in tire single cell box girder. For that, the distortional warping normal stress, bending normal stress and transverse bending normal stress were analyzed using finite element program 'SMB' for the accurate structural analysis.

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A Comparison Study on the Design of Dynamic Response appears on Bridge as operation of Light Railway Train (한국형 경량 전철 주행시 동적 응답 처리의 설계 기준 비교 연구)

  • Yeon, sang-ho;Kang, sung-won
    • Proceedings of the Korea Contents Association Conference
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    • 2008.05a
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    • pp.792-795
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    • 2008
  • AGT system is a kind of light railway train. AGT system use of concrete track and rubber tire, so it can be reduce the noise and vibration, compare to the normal train system. And, the dynamic responses of normal bridge are influenced by the dynamic characteristics of bridge, the speed of vehicle and the surface roughness of railway. But the AGT system bridge is influenced not only the above facts but also the guiderail unevenness, because, AGT vehicle steered by guiderail. So, in this study, optimized service condition is suggested for the design and operation of AGT system, by the means of experimental study. The experiments are executed for PSC bridge with length of 30m, at the AGT test line in Kyongsan. The test results are compared and investigated according to the prominence. In the test result, the guiderail prominence influenced on the dynamic response of bridge. It shows a increase as compared with no guiderail prominence in the dynamic response value acceleration, displacement, stain.

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