• Title/Summary/Keyword: Mechanically Fastened Joint

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다축경편 복합재료 평판에서 기계적 체결시 발생하는 원공 주위의 응력분포

  • 최재민;조민규;전흥재;변준형
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 2004.05a
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    • pp.56-56
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    • 2004
  • 섬유강화 복합재료는 응용범위가 산업계 전반으로 빠르게 확대되고 있다. 개발 초기에는 하중을 감당하지 않는 이차 구조물에 주로 사용되어 왔으나, 점차 산업 전반의 I차 구조물(Primary Structure)에 쓰이는 등, 그 사용범위가 넓어지고 있으며, 취약한 두께방향 물성 향상의 필요성을 충족시키기 위해 다축경편(MWK) 복합재료에 대한 연구가 진행되고 있다. 본 논문에서는 다축경편(MWK) 복합재료의 기계적 체결부에 관한 응력해석을 연구하였다.(중략)

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Strength Prediction of Mechanically Fastened Carbon/Epoxy Joints (탄소/에폭시 복합재료 구조물의 기계적 결합에 대한 강도 예측)

  • 김기범;이미나;공창덕
    • Proceedings of the Korean Society of Propulsion Engineers Conference
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    • 1997.04a
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    • pp.269-279
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    • 1997
  • An investigation was peformed to study the predicting the joint strength of mechanical fasteners. Bearing failure is most important failure mode for designing joint. So in this study, the prediction method in consideration with bearing failure was chosen. In the proposed method, the characteristic length is combined with the Yamada-Sun failure criterion, Tsai-Hill failure criterion and characteristic length for Tension and Compression is determined from investigation. Especially the length of compression is determined from the "bearing failure test" that newly conceived to take bearing failure into consideration. The proposed prediction method was applied to quasi-isotropic carbon/epoxy joint showing net-tension and bearing failure experimentally. Good agreement was found between the predicted and experimental result for each joint geometry.

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Strength and Failure Mode Prediction of Mechanically Fastened Carbon/Epoxy Joints (탄소/에폭시 복합재료 구조물의 기계적 결합에 대한 강도 및 파손모드 예측)

  • 김기범;이미나;공창덕
    • Journal of the Korean Society of Propulsion Engineers
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    • v.1 no.1
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    • pp.111-121
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    • 1997
  • An investigation was performed to study the predicting the joint strength of mechanical fasteners. Bearing failure is most important failure mode for designing joint. So in this study, the prediction method in consideration with bearing failure was chosen. In the proposed method, the characteristic length is combined with the Yamada-Sun failure criterion, Tsai-Hill failure criterion and characteristic length for Tension and Compression is determined from investigation. Especially the length of compression is determined from the "bearing failure test" that newly conceived to take bearing failure into consideration. The proposed prediction method was applied to quasi-isotropic carbon/epoxy joint showing net-tension and bearing failure experimentally. Good agreement was found between the predicted and experimental result for each joint geometry. geometry.

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Design and Verification of a Novel Composite Sandwich Joint Structure (새로운 개념의 복합재 샌드위치 체결부 구조의 설계와 검증)

  • Kwak, Byeong-Su;Ju, Hyun-woo;Kim, Hong-Il;Dong, Seung-Jin;Kweon, Jin-Hwe
    • Composites Research
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    • v.30 no.6
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    • pp.384-392
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    • 2017
  • Sandwich panels with three different joint configurations were tested to design a novel sandwich joint structure that can effectively support both the tensile and compressive loads. The sandwich core was mainly aluminum flex honeycomb but the PMI foam core was limitedly applied to the ramp area which is transition part from sandwich to solid laminate. The face of sandwich panel was made of carbon fiber composite. For configuration 1, the composite flange and the sandwich panel were cocured. For configurations 2 and 3, an aluminum flange was fastened to the solid laminate by HI-LOK pins and adhesive. The average compressive failure loads of configurations 1, 2, and 3 were 295, 226, and 291 kN, respectively, and the average tensile failure loads were 47.3 (delamination), 83.7 (bolt failure), and 291 (fixture damage) kN, respectively. Considering the compressive failure loads only, both the configurations 1 and 3 showed good performance. However, the configuration 1 showed delamination in the corner of the composite flange under tension at early stage of loading. Therefore, it was confirmed that the structure that can effectively support tension and compressive loads at the same time is the configuration 3 which used a mechanically fastened aluminum flange so that there is no risk of delamination at the corner.