Seismic Retrofitting of RC Circular Columns Using Carbon Fiber, Glass Fiber, or Ductile PET Fiber

Abstract The effectiveness of seismic retrofitting using three different fibers—carbon fiber (CF), glass fiber (GF), polyethylene terephthalate (PET) fiber—and a fiber combination of aramid fiber (AF) and PET fiber (called hybrid fiber reinforced polymer (HF)) wrapped on reinforced concrete (RC) cir...

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Autores principales: Donguk Choi, Seongwon Hong, Myung-Kwan Lim, Sang-Su Ha, Sorrasak Vachirapanyakun
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Publicado: SpringerOpen 2021
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Acceso en línea:https://doaj.org/article/5ac197dee208426d906b19b26728b3c9
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spelling oai:doaj.org-article:5ac197dee208426d906b19b26728b3c92021-11-28T12:29:52ZSeismic Retrofitting of RC Circular Columns Using Carbon Fiber, Glass Fiber, or Ductile PET Fiber10.1186/s40069-021-00484-71976-04852234-1315https://doaj.org/article/5ac197dee208426d906b19b26728b3c92021-11-01T00:00:00Zhttps://doi.org/10.1186/s40069-021-00484-7https://doaj.org/toc/1976-0485https://doaj.org/toc/2234-1315Abstract The effectiveness of seismic retrofitting using three different fibers—carbon fiber (CF), glass fiber (GF), polyethylene terephthalate (PET) fiber—and a fiber combination of aramid fiber (AF) and PET fiber (called hybrid fiber reinforced polymer (HF)) wrapped on reinforced concrete (RC) circular columns was experimentally evaluated. A total of 11 RC circular columns were tested: three control columns and eight retrofitted columns in three different test groups. The purpose of fiber wrapping was flexural strength improvement as well as enhancement of rotational capacity in the plastic hinge region. Mechanical properties of CF, GF, AF, and PET were first defined; that is, CF, GF, and AF exhibited linear stress–strain behavior with limited ultimate strain capacity typically less than 3%, while ductile PET exhibited as much as 15% strain and non-linear stress–strain behavior with a very low elastic modulus. In the RC column tests, all three different fibers and the AF + PET fiber combination were effective in enhancing the strength and ductility but resulted in different structural behaviors and failure modes depending on the fiber type and the fiber amount used. The column sections were then analytically studied by section analysis using the behavior of confined concrete, the non-linear relationship of fiber-reinforced polymer (FRP), and the actual material properties of reinforcement. The analytical and experimental results revealed that ductile PET is beneficial, as it demonstrates more ductile behavior with a degree of strength enhancement similar to that of CF and GF.Donguk ChoiSeongwon HongMyung-Kwan LimSang-Su HaSorrasak VachirapanyakunSpringerOpenarticleAxial stiffnessConfined concreteDuctile fiberHybrid fiberSection analysisSystems of building construction. Including fireproof construction, concrete constructionTH1000-1725ENInternational Journal of Concrete Structures and Materials, Vol 15, Iss 1, Pp 1-20 (2021)
institution DOAJ
collection DOAJ
language EN
topic Axial stiffness
Confined concrete
Ductile fiber
Hybrid fiber
Section analysis
Systems of building construction. Including fireproof construction, concrete construction
TH1000-1725
spellingShingle Axial stiffness
Confined concrete
Ductile fiber
Hybrid fiber
Section analysis
Systems of building construction. Including fireproof construction, concrete construction
TH1000-1725
Donguk Choi
Seongwon Hong
Myung-Kwan Lim
Sang-Su Ha
Sorrasak Vachirapanyakun
Seismic Retrofitting of RC Circular Columns Using Carbon Fiber, Glass Fiber, or Ductile PET Fiber
description Abstract The effectiveness of seismic retrofitting using three different fibers—carbon fiber (CF), glass fiber (GF), polyethylene terephthalate (PET) fiber—and a fiber combination of aramid fiber (AF) and PET fiber (called hybrid fiber reinforced polymer (HF)) wrapped on reinforced concrete (RC) circular columns was experimentally evaluated. A total of 11 RC circular columns were tested: three control columns and eight retrofitted columns in three different test groups. The purpose of fiber wrapping was flexural strength improvement as well as enhancement of rotational capacity in the plastic hinge region. Mechanical properties of CF, GF, AF, and PET were first defined; that is, CF, GF, and AF exhibited linear stress–strain behavior with limited ultimate strain capacity typically less than 3%, while ductile PET exhibited as much as 15% strain and non-linear stress–strain behavior with a very low elastic modulus. In the RC column tests, all three different fibers and the AF + PET fiber combination were effective in enhancing the strength and ductility but resulted in different structural behaviors and failure modes depending on the fiber type and the fiber amount used. The column sections were then analytically studied by section analysis using the behavior of confined concrete, the non-linear relationship of fiber-reinforced polymer (FRP), and the actual material properties of reinforcement. The analytical and experimental results revealed that ductile PET is beneficial, as it demonstrates more ductile behavior with a degree of strength enhancement similar to that of CF and GF.
format article
author Donguk Choi
Seongwon Hong
Myung-Kwan Lim
Sang-Su Ha
Sorrasak Vachirapanyakun
author_facet Donguk Choi
Seongwon Hong
Myung-Kwan Lim
Sang-Su Ha
Sorrasak Vachirapanyakun
author_sort Donguk Choi
title Seismic Retrofitting of RC Circular Columns Using Carbon Fiber, Glass Fiber, or Ductile PET Fiber
title_short Seismic Retrofitting of RC Circular Columns Using Carbon Fiber, Glass Fiber, or Ductile PET Fiber
title_full Seismic Retrofitting of RC Circular Columns Using Carbon Fiber, Glass Fiber, or Ductile PET Fiber
title_fullStr Seismic Retrofitting of RC Circular Columns Using Carbon Fiber, Glass Fiber, or Ductile PET Fiber
title_full_unstemmed Seismic Retrofitting of RC Circular Columns Using Carbon Fiber, Glass Fiber, or Ductile PET Fiber
title_sort seismic retrofitting of rc circular columns using carbon fiber, glass fiber, or ductile pet fiber
publisher SpringerOpen
publishDate 2021
url https://doaj.org/article/5ac197dee208426d906b19b26728b3c9
work_keys_str_mv AT dongukchoi seismicretrofittingofrccircularcolumnsusingcarbonfiberglassfiberorductilepetfiber
AT seongwonhong seismicretrofittingofrccircularcolumnsusingcarbonfiberglassfiberorductilepetfiber
AT myungkwanlim seismicretrofittingofrccircularcolumnsusingcarbonfiberglassfiberorductilepetfiber
AT sangsuha seismicretrofittingofrccircularcolumnsusingcarbonfiberglassfiberorductilepetfiber
AT sorrasakvachirapanyakun seismicretrofittingofrccircularcolumnsusingcarbonfiberglassfiberorductilepetfiber
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