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콘크리트 보강재 CFRP 그리드 성형 공정에 따른 기계적 물성 평가

원문정보

Evaluation of Mechanical Properties According to Molding Process of Concrete Reinforcement CFRP Grid

김지현, 송범근, 민경재, 최정철, 은화성, 정서정

피인용수 : 0(자료제공 : 네이버학술정보)

초록

영어

In this paper, the mechanical properties of glass fiber reinforced plastic (GFRP) rebar, which has been applied as an concrete reinforcement, and produced carbon fiber reinforced plastic (CFRP) grid were compared to develop a concrete reinforcement material with excellent mechanical properties. In addition, the mechanical properties of CFRP prepared with each molding process were evaluated. Three molding processes were evaluated: prepreg oven bagging, reaction injection molding (RIM), and pultrusion. The tensile strength of the CFRP grid prepared through pultrusion was 2.85GPa, the elastic modulus was 169.81GPa, and the strain was 1.68%, which was 2.85 times better in tensile strength, and 2.83 times better in elastic modulus compared mechanical properties of GFRP rebar. The strain was confirmed to be equivalent to GFRP rebar.

목차

ABSTRACT
1. 서론
2. 성형 공정별 CFRP 제조
2.1 프리프레그 오븐 배깅 성형
2.2 RIM 성형
2.3 인방서형
3. CFRP 성형공정별 기계적 물성 평가
3.1 기계적 물성 평가 방법
3.2 기계적 물성 평가
4. 결론
References

저자정보

  • 김지현 Ji-Hyun Kim. Korea Institute of Carbon Convergence Technology
  • 송범근 Bhum-Keun Song. Korea Institute of Carbon Convergence Technology
  • 민경재 Kyoung-Jae Min. Korea Institute of Carbon Convergence Technology
  • 최정철 Jung-Chul Choi. Korea Institute of Carbon Convergence Technology
  • 은화성 Hw-Seoung Eun. Korea Institute of Carbon Convergence Technology
  • 정서정 Seo-Jeong Jeong. Korea Institute of Carbon Convergence Technology

참고문헌

자료제공 : 네이버학술정보

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