Structural performance capacity evaluation of recycled PET fiber added concrete

J. H.J. Kim, H. Y. Kim, S. B. Kim, N. H. Yi, K. S. Lee

Research output: Contribution to conferencePaperpeer-review

1 Citation (Scopus)

Abstract

This study was performed to prove the possibility of utilizing short plastic fibers made for recycled polyethylene terephthalate (RPET) as a structural material. In order to verify the performance capacity of RPET fiber added concrete as a structural material, it was compared with the performance capacity of polypropylene (PP) fiber added concrete for fiber volume fractions of 0.5%, 0.75%, and 1.0%. To measure the strength and ductility capacities of reinforced concrete (RC) member casted with RPET fiber added concrete, flexural test was performed on RC beams. For structural member performance, ultimate strength, relative ductility and energy absorption of RPET added RC beam are significantly larger than OPC specimen. Also, the results showed that ultimate flexural strength and ductility both increased, as fiber volume fraction increased. These trends are similarly observed in the tests of PP fiber added concrete specimens. The study results indicate that RPET fiber can be used as an effective additional reinforcing material in concrete members.

Original languageEnglish
Pages539-544
Number of pages6
Publication statusPublished - 2009
Event2nd Asia-Pacific Conference on FRP in Structures, APFIS 2009 - Seoul, Korea, Republic of
Duration: 2009 Dec 92009 Dec 11

Conference

Conference2nd Asia-Pacific Conference on FRP in Structures, APFIS 2009
Country/TerritoryKorea, Republic of
CitySeoul
Period09/12/909/12/11

Bibliographical note

Publisher Copyright:
© 2009 International Institute for FRP in Construction (IIFC).

All Science Journal Classification (ASJC) codes

  • General Materials Science
  • Mechanics of Materials
  • Civil and Structural Engineering
  • Building and Construction

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