DOI QR코드

DOI QR Code

An Investigation on the Nonlinear Shear Behavior of FRP Composites Considering Temperature Variation and Fabricating Parameters

FRP 복합재료의 온도변화 및 제작인자별 비선형 전단거동 조사

  • Jung, Woo-Young (Department of Civil Engineering, Gangneung-Wonju National University) ;
  • Hwang, Jin-Seop (Department of Civil Engineering, Gangneung-Wonju National University)
  • 정우영 (강릉원주대학교 토목공학과) ;
  • 황진섭 (강릉원주대학교 토목공학과)
  • Received : 2012.07.13
  • Accepted : 2013.02.19
  • Published : 2013.05.30

Abstract

In the case of composite material, a variety of characteristics were expressed depending on the materials that were composed of. In this study, the materials showing non-linear shear behavior were investigated among FRP composite. Each specimen was designed and analyzed according to ASTM D4255 method: regulations on the 2-rail. The dependent variables included in this experiment were a variety of fiber, fiber volume ratio, fiber array direction, temperature, material homogeneity. For determination of characteristics based on the fiber array, fiber array direction of 0, 30, 45, and 60 degrees were selected for test specimen. Temperature of 25, 40, 60, and $80^{\circ}C$ were considered for investigation of FRP materials'shear behavior based on the external temperature. Nonlinear shear behavior was observed throughout the FRP composite material in this study. Also, using vinyl ester resins, high fiber volume ratio, and fiber array direction of 45 degree appeared to show the most prominent nonlinear shear behavior. As for the findings related to the temperature change, non-linear behavior was decreased as the external temperature increased. For factory manufactured product, non-linear behavior was relatively at parity in comparison to the behavior found in the hand lay-up FRP composite specimen.

복합재료의 경우 다양한 재료에 따라 제작이 가능하며 이들 완성재료의 경우 다양한 재료특성을 나타낸다. 이 연구는 건설용 FRP복합재료의 재료특성 중 선형거동이 뚜렷이 나타나는 인장, 압축과는 달리 비선형 거동이 발생되는 전단거동 특성에 대한 실험적 연구로서 ASTM D4255 규정에 의한 2-Rail 전단시험 방법을 토대로 각각의 시편들을 제작, 실험결과를 분석하였다. 고려된 실험변수로는 함침 수지류의 종류와 섬유 체적비, 섬유배열 방향 및 온도 특성, 공장용 생산제품의 균질성 등을 고려하였다. 섬유배열 방향에 따른 특성조사의 경우 섬유 배열방향을 $0^{\circ}$, $30^{\circ}$, $45^{\circ}$, $60^{\circ}$로 각각 시편을 제작하였으며, 온도에 따른 외부환경 변화에 의한 FRP재료의 전단거동을 조사하기 위하여 실험온도를 $25^{\circ}C$, $40^{\circ}C$, $60^{\circ}C$, $80^{\circ}C$로 각각 고려하여 시험을 수행하였다. 이 연구를 통하여 대부분의 복합재료 시편에서 비선형 전단거동이 확인되었으며 비닐에스테르수지를 사용하고, 높은 섬유체적비와 $45^{\circ}$의 섬유배열방향을 가진 시편에서 비선형 전단거동이 가장 두드러지게 나타나는 것으로 조사되었다. 온도변화에 따른 실험결과의 경우, 온도가 증가함에 따라 전단 내 비선형 거동의 감소가 나타났으며 공장용 제작제품의 경우 hand lay-up 제작시편에 비하여 비선형 전단거동이 비교적 동등하게 나타냈다.

Keywords

References

  1. Yoo, Y. C. (2006). Establishment of test items, methods and criteria for certification of FRP strengthening technology, No. 2004- Based Building-A13, Korea Institute of Construction Technology (in Korean).
  2. Lee, I. (1989). Fabrication and design technology for thick Advanced composite laminates, No. 88-10-0047-00-00, Ministry of Education, Science and Technology (in Korean).
  3. Park, Y, H. (2003). Development of repair and rehabilitation material qualities and methods evaluation standard of reinforced concrete bridges, No. OTMCRK040124, Ministry of Construction Transportation (in Korean).
  4. Sim, J, S. (2006). RC Structure reinforced with FRP, CheongMoon- Gak (in Korean).
  5. Go, K. T., Kim, D. G., Jo, M. S., Song, Y. C. (2001). "A Study on the deterioration predition method of concrete structure subjected to cyclic freezing and thawing." Journal of the Korea institute for Structural Maintenance Inspection, Korea institute for Structural Maintenance Inspection, Vol. 5, No. 1, pp. 131-140 (in Korean).
  6. Yang, D. S., Park, S. G. (2004), "Anchorage strength models for FRP and steel plates bonded to concrete." Journal of the Korea institute for Structural Maintenance Inspection, Korea institute for Structural Maintenance Inspection, Vol. 8, No. 2 (in Korean).
  7. Olderhaw, B. (2008). Combined effects of freeze-thaw and sustained loads on reinforced concrete beams strengthened with FRPs, MSc Thesis, Queen's University, Kingston, Ontario.
  8. Jung, W. Y. (2003). Seismic retrofitting strategies of semi-rigid steel frames using polymer matrix composite materials, Ph. D. Dissertation, State University of New York, Buffalo, USA.