DOI QR코드

DOI QR Code

Study on Strain Response Converted from Deformation in Tensile Test of Carbon Fiber Reinforced Polymers (CFRP)

탄소섬유보강폴리머의 인장시험시 변형으로부터 환산한 변형률 응답에 대한 연구

  • 김윤곤 (대구대학교 건축공학과)
  • Received : 2019.04.12
  • Accepted : 2019.05.27
  • Published : 2019.07.01

Abstract

In coupon test of carbon fiber reinforced polymers (CFRP) as brittle materials, the converted strain derived from total deformation and effective length was introduced and its advantages were described. In general, measured value from strain gauge is used for determining the tensile properties of material, but it is not quite effective in CFRP because brittle material can not redistribute its stress and it only represents local behavior. For this reason, the converted strain response can be utilized effectively as a supplementary indicator, which evaluated the average value of tensile properties in brittle material and confirmed the strain measured by strain gauge. In addition, the converted strain clearly visualized 1) the effect of initial internal strain caused by fabrication errors and setup misalignment when applying gripping force and 2) post-response of partial rupture of CFRP caused by non-uniform strain distribution. non-uniform strain distribution.

취성재료인 탄소섬유보강폴리머(CFRP)의 시편시험에서 총변형량과 유효길이로서 유도되는 환산변형률을 도입하고, 환산변형률의 장점을 기술하였다. 일반적으로 재료의 인장물성을 결정하기 위해 스트레인 게이지 측정값을 사용하지만, 취성특성을 가지는 CFRP에서는 항상 유효한 것은 아니다. 그 이유는 취성재료에서는 응력재분배를 할 수 없으며, 스트레인 게이지의 측정값은 국부거동만을 나타기 때문이다. 따라서 환산변형률은 취성재료의 인장인장특성의 평균값을 측정하고 변형률과 측정값을 검증하는 보조지표로서 효과적으로 사용될 수 있다. 또한 환산변형률은 1) 제작 오차(편차) 와 세팅 오차(정렬 불량)에 의해 발생하는 초기 내부 변형률에 기인한 영향과 2) 불균일 변형분포로 인한 부분파단 이후 거동을 명확히 가시화하는 장점이 있다.

Keywords

References

  1. ACI Committee 440 (2004), Guide Test Methods for Fiber- Reinforced Polymers (FRPs) for Reinforcing or Strengthening Concrete Structures (ACI 440.3R-04), American Concrete Institute, 40.
  2. ACI Committee 440 (2017), Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures (ACI 440.2R-17), American Concrete Institute, 110.
  3. ASTM D638 (2002), Standard Test Method for Tensile Properties of Plastics, American Society for Testing Materials (ASTM International), 13.
  4. ASTM D3039 (2007), Standard Test Method for Tensile Properties of Polymer Matrix Composite Materials, American Society for Testing Materials (ASTM International), 13.
  5. ASTM D4762 (2011), Standard Guide for Testing Polymer Matrix Composite Materials, American Society for Testing Materials, 21.
  6. ASTM D7290-06 (2011), Standard Practice for Evaluating Material Property Characteristic Values for Polymeric Composites for Civil Engineering Structural Applications, American Society for Testing Materials, 4.
  7. Bank, L. (2006), Composites for Construction: Structural Design with FRP Materials, Wiley, 560.
  8. Fyfe Co. LLC (2010), Quality Control Manual for the Tyfo Fibrwrap System, Fyfe Co., 100.
  9. Hughes Brothers (2011), Aslan 100 Glass Fiber Reinforced Polymer(GFRP) Rebar Product Data Sheet, Hughes Brothers, 2.
  10. Kim, Y. (2011), Shear Behavior of Reinforced Concrete T-Beams Strengthened with Carbon Fiber Reinforced Polymer Sheets and CFRP anchors, Ph.D Dissertation. The University of Texas at Austin, 405.
  11. KS F ISO 10406-2: 2015 (2015), Fibre-reinforced polymer(FRP) reinforcement of concrete - Test methods - Part 2: FRP sheets, 32.
  12. NCHRP Report 655 (2010), Recommended Guide Specification for the Design of Externally Bonded FRP Systems for Repair and Strengthening of Concrete Bridge Elements, Transportation Research Board, 118.
  13. You, Y. et al. (2006), Establishment of test items, methods and criteria for certification of FRP strengthening technology, Korea Institute of Civil Engineering and Building Technology, 1014.