• Title/Summary/Keyword: Tetrahedral Truss

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Modified Octet Truss Cellular Metals Fabricated by Expanding Metal Process (I) - Compression and Shear Properties - (확장금속망 공정으로 제작된 옥테트 트러스 다공질 금속 (I) - 압축 및 전단 특성 -)

  • Joo, Jai-Hwang;Lee, Dong-Seok;Jeon, In-Su;Kang, Ki-Ju
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.31 no.11
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    • pp.1124-1130
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    • 2007
  • This paper presents a new way for fabricating sandwich plates with tetrahedral truss cores. The tetrahedral truss cores are manufactured through metal expanding and bending process and then brazed with solid face sheets. The properties of sandwich plates with the tetrahedral truss cores composed of a wrought steel SS41 under compression and shear loading have been investigated. Good agreement is observed between the measured and predicted peak strengths. Comparisons with normalized compressive strength for other cellular metals have indicated that the tetrahedral truss structures outperform aluminum open cell forms and woven core sandwich plates.

Analytical Approach to Compression and Shear Characteristics of the Unit Cell of PCM Core with Pyramidal Configuration (피라미드 형상의 PCM 코어 단위 셀의 압축 및 전단특성에 관한 해석적 연구)

  • Kim, S.W.;Jung, H.C.;Lee, Y.S.;Kang, B.S.
    • Transactions of Materials Processing
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    • v.19 no.7
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    • pp.411-415
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    • 2010
  • A sandwich panel which is comprised of truss cores faced with solid face sheets is lightweight and multi-functional. So it is widely used to not only structural material but also heat transfer media in transportation field such as airplane, train and vessel. There are various core topologies such as pyramidal and tetrahedral truss, square honeycombs and kagome truss. The study focused on analytical approach to optimize compression and shear quality of the unit cell of PCM with pyramidal configuration. With various unit cell models which have the same core weight per unit area but different truss member angle, analytical solution for effective stress ($\bar{\sigma},\bar{\tau}$), peak stress ($\bar{\sigma}_{peak},\bar{\tau}_{peak}$) by yielding and buckling, relative density ($\bar{\rho}_c$) and effective stiffness ($\bar{E},\bar{G}$) have been computed and compared each other. With this approach, the most optimal core configuration was predicted. The result has become the efficient guidelines for the design of PCM core structure.