한국공간구조학회논문집 (Journal of Korean Association for Spatial Structures)

  • 제13권4호
  • /
  • Pages.41-47
  • /
  • 2013
  • /
  • 1598-4095(pISSN)
  • /
  • 2287-7401(eISSN)
한국공간구조학회 (Korean Association for Spatial Structures)
권호 표지
DOI QR코드

DOI QR Code

의장적 기둥의 설계를 위한 유리섬유강화플라스틱과 철의 접합부 강도의 실험적 연구

Experimental Study of Glass Fiber Reinforced Plastic-Steel Connection for Decorative Column

  • 투고 : 2013.08.29
  • 심사 : 2013.10.18
  • 발행 : 2013.12.15
PDF 다운로드
⟨ 이전 논문 다음 논문 ⟩

초록

For the artistic column used by Glass Fiber Reinforced Plastic(GFRP), the connection of steel with GFRP were needed. Due to the fabricating characteristics of hand laminating, GFRP surfaces had to be connected. Because there were no existed data of these connection, experimental study has to be followed so that the structural strength and buckling mode could be investigated. In this paper, therefore, the axial tests of steel with GFRP were performed. The connection of GFRP's surfaces could be also tested as well. As a result, it could be figured out that the strength of these connections were determined by the adhesive strength.

키워드

참고문헌

  1. K.J. Hwang, C.K. Choi, "Evaluation of Material Test for the Design of Artistic Column Using Glass Reinforced Plastic", Journal of the Korean Association for Spatial Structures, Vol.11, No.4, pp.101-108, 2011
  2. T. Keller and H. Guertler, "Composite Actionand Adhesive Bond between Fiber-Reinforced Polymer Bridge Decks and Main Girders", Journal of Composite for Construction (ASCE), Vol.9, No.4, pp.360-368, 2005 https://doi.org/10.1061/(ASCE)1090-0268(2005)9:4(360)
  3. Stahlbauten, Bemessung und Konstruktion,, DIN 18800-1, DIN Deutsches Institut fuer Normunge.V., 2000, p.11
  4. Grundlage der Tragwerksplannung, DIN EN 1990, DIN Deutsches Institut fuer Normunge.V., 2010, p.26
  5. D,W. Park, K.J. Hwang, "Structural Design using GFRP", Journal of the Korean Association for Spatial Structures, Vol.5, No.1, pp.20-26, 2005