Properties of Strength and Stress-Strain of Recycled-Plastic Polymer Concrete

폐플라스틱 재활용 폴리머콘크리트의 강도와 응력-변형률 특성

  • Jo Byung-Wan (Dept. of Civil Engineering, Hanyang University) ;
  • Koo Jakap (Dept. of Civil Engineering, Hanyang University) ;
  • Park Seung-Kook (Dept. of Civil Engineering, Hanyang University)
  • 조병완 (한양대학교 공과대학 토목공학과) ;
  • 구자갑 (한양대학교 공과대학 토목공학과) ;
  • 박승국 (한양대학교 공과대학 토목공학과)
  • Published : 2005.06.01


The use of Polymer Concrete (PC) is growing very rapidly in many structural and construction applications such as box culverts, hazardous waste containers, trench lines, floor drains and the repair and overlay of damaged cement concrete surfaces in pavements, bridges, etc. However, PC has a defect economically because resin which be used for binder is expensive. Therefore the latest research is being progressed to replace existing resin with new resin which can reduce the high cost. Here, Polymer concrete using the recycled PET(polyethylene terephthalate) has some merits such as decrease of environmental destruction, decrease of environmental pollution and development of new construction materials. The variables of this study are amount of resin, curing condition and maximum size of coarse aggregate to find out mechanic properties of this. Stress-strain curve was obtained using MTS equipment by strain control. The results indicated that modulus of elasticity was increased gradually in an ascending branch of curve, as an increase of resin content. Compressive strength was the highest for resin content of $13\%$. And Compressive strength was increased as maximum size of coarse aggregate increases. The strain at maximum stress increases with an increase of resin content and size of coarse aggregate. For the descending branch of stress-strain curve the brittle fracture was decreased when it was cured at the room temperature compared to high temperature.


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