• Title/Summary/Keyword: Elastic Support

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Validation of Launch Vibration Isolation Performance of the Passive Vibration Isolator for the Scientific Payload BioCabinet for CAS500-3 (차세대중형위성 3호 과학탑재체 바이오캐비넷용 수동형 진동절연기의 발사진동 저감성능 검증)

  • Dong-Jae Seo;Yeon-Hyeok Park;Young-Jin Lee;Ji-Seung Lee;Kyung-Hee Kim;Soon-Hee Kim;Chan-Hum Park;Hyun-Ung Oh
    • Journal of Aerospace System Engineering
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    • v.18 no.4
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    • pp.81-88
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    • 2024
  • The payload BioCabinet of CAS500-3 is designed for 3D stem cell differentiation, culture, and analysis utilizing bio 3D printing techniques in space. The 3D printing technique was initially developed for orbital use; however, it lacks separate validation for extreme launch vibration environments, necessitating a design that mitigates the launch load on the payload. This paper proposes a passive vibration isolator with a low-stiffness elastic support structure and high damping characteristics to reduce the launch loads affecting the BioCabinet. We explore the high-damping characteristics through the superelastic effects of SMA (Shape Memory Alloys) and a multi-layered structure incorporating viscoelastic tape. The effectiveness of the proposed vibration isolation system was confirmed via launch vibration tests on a qualification model.

An Estimate of Ballast Track Condition on Dynamic Behavior of Railway Bridge (철도교량의 동적거동 특성을 고려한 자갈도상궤도의 상태추정에 관한 연구)

  • Kweon, Oh-Soon;Choi, Jung-Youl;Kang, Myoung-Seok;Lee, Hee-Up;Park, Yong-Gul
    • Proceedings of the KSR Conference
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    • 2007.11a
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    • pp.480-493
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    • 2007
  • Many railway-advanced countries are using the various types of track to reduce the track maintenance and repair cost according to the improvement of velocity. It spends on much maintenance and repair cost for ballast track due to abrasion of ballast, track irregularity and unisotropical ballast-support stiffness. The ballast track on railway bridge is accelerating the deterioration of ballast according to interaction of railway bridge and track. As continuing the deterioration, it is caused dynamic loads. Due to these effects, it increases negative loads of track and bridge. However, when designing the railway bridge, the effect of ballast track was applicate only dead load, so elastic behavior effect of ballast track is not influenced. Therefore, this paper presumes the stiffness of ballast track on railway bridge considering dynamic behavior of railway bridge, it was evaluated that effect on dynamic behaviors of railway bridge according to ballast track stiffness.

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