• Title/Summary/Keyword: Potting joint

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Effect of joining methods on the failure of aluminum honeycomb sandwich joints under shear loading (전단하중을 받는 알루미늄 하니콤 샌드위치의 체결방식이 체결부의 파손에 미치는 영향 연구)

  • Park, Yong-Bin;Kweon, Jin-Hwe;Choi, Jin-Ho;Cho, Hyun-Il
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.39 no.7
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    • pp.643-651
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    • 2011
  • An experimental study on the failure of aluminum sandwich joints under shear loading was conducted. A total of 60 specimens including three different insert types and two different potting types were fabricated and tested. The test results showed that the through-clearance type of joint fails at the highest load among insert type joints. The failure load of the potted joints with the dimple washer increased by 10% compared to the simple potted joints. As expected, the shear failure load became higher in accordance with the face thickness increase. It was also found that the upper face in contact with the loading tool is more dominant over the failure load.

Failure Characteristics of Carbon/BMI Sandwich Composite Joint under Pull-out Loading (풀아웃 하중을 받는 카본/BMI 샌드위치 복합재 체결부 파손특성 연구)

  • Lee, Gyeong-Chan;Choi, Young-Ho;Lee, Kowan-Woo;Sim, Jae-Hoon;Jung, Young-In
    • Composites Research
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    • v.30 no.2
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    • pp.132-137
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    • 2017
  • The purpose of this paper is to investigate failure characteristics of Carbon/BMI-Nomex honeycomb sandwich on design parameters. A total of 6 types sandwich specimens were manufactured according to core height, face thickness and density, and environmental condition were applied to evaluate temperature and humidity effects of one of these specimens. The test results show that the core shear buckling loads was commonly observed in all specimens except for the joint with density of $64kg/m^3$. After core shear buckling, however, the joint carried additional loads over the buckling loads and then finally failed in the upper face and lower face at the same time. In the case of specimen having high stiffness, the maximum failure load was low due to interfacial failure of the upper face and core without initial core shear buckling. The ETW1 and ETW2 conditions, which were carried out to evaluate the environmental condition of the sandwich specimen, show an initial failure mode which was significantly different from RTD condition. Also, the ETW2 condition with increased temperature under the same humidity shows that the core shear buckling load was 18% less than ETW1 condition.