Effect of Polypropylene Fibers on Freeze-Thaw Resistance, Surface Scaling and Flexural Toughness of Concrete

Fibers do not provide significant increase in the strength of concrete at low fiber volumes commonly used in practice. The main benefits of fibers result from the control of the width of cracks in concrete. Polypropylene fiber is one of the most popular polymer fibers used in concrete, which has been shown to be effective in controlling the plastic shrinkage at the content of approximately 0.1% by volume. However, as polypropylene fibers are low modulus fibers and used at such low contents, it is difficult to expect an improvement in the crack control of hardened concrete in theory. In the present study, the effect of a multi-filament polypropylene fiber on the resistance of concrete to surface scaling and freeze-thaw attack is investigated. Polypropylene fiber reinforced concrete was also tested under flexural load. Two different water/cement ratios were used for concrete production. The results indicated that polypropylene fibers can be beneficial in the control of micro-cracking induced by freeze-thaw cycling and surface scaling. The development of cracks under flexural load was not affected significantly by the presence of the polypropylene fibers.

Dergi Adı 7TH ASIAN SYMPOSIUM ON POLYMERS IN CONCRETE
Sayfalar 737 - 744
Yayın Tarihi 2012
Eser Adı
[dc.title]
Effect of Polypropylene Fibers on Freeze-Thaw Resistance, Surface Scaling and Flexural Toughness of Concrete
Yayıncı
[dc.publisher]
ISTANBUL TECHNICAL UNIV FACULTY CIVIL ENGINEERING PRINTHOUSE
Yayın Türü
[dc.type]
conferenceObject
Özet
[dc.description.abstract]
Fibers do not provide significant increase in the strength of concrete at low fiber volumes commonly used in practice. The main benefits of fibers result from the control of the width of cracks in concrete. Polypropylene fiber is one of the most popular polymer fibers used in concrete, which has been shown to be effective in controlling the plastic shrinkage at the content of approximately 0.1% by volume. However, as polypropylene fibers are low modulus fibers and used at such low contents, it is difficult to expect an improvement in the crack control of hardened concrete in theory. In the present study, the effect of a multi-filament polypropylene fiber on the resistance of concrete to surface scaling and freeze-thaw attack is investigated. Polypropylene fiber reinforced concrete was also tested under flexural load. Two different water/cement ratios were used for concrete production. The results indicated that polypropylene fibers can be beneficial in the control of micro-cracking induced by freeze-thaw cycling and surface scaling. The development of cracks under flexural load was not affected significantly by the presence of the polypropylene fibers.
Kayıt Giriş Tarihi
[dc.date.accessioned]
2020-03-18
Açık Erişim Tarihi
[dc.date.available]
2020-03-18
Yayın Tarihi
[dc.date.issued]
2012
Tek Biçim Adres
[dc.identifier.uri]
https://hdl.handle.net/20.500.11831/7489
Dil
[dc.language.iso]
eng
Konu Başlıkları
[dc.subject]
Fiber concrete
Konu Başlıkları
[dc.subject]
polypropylene
Konu Başlıkları
[dc.subject]
flexural cracking
Konu Başlıkları
[dc.subject]
freeze-thaw attack
Konu Başlıkları
[dc.subject]
surface scaling
Yazar
[dc.contributor.author]
Soylev, TA
Yazar
[dc.contributor.author]
Ozturan, T
Haklar
[dc.rights]
info:eu-repo/semantics/closedAccess
Sponsor Yayıncı
[dc.description.sponsorship]
Istanbul Tech Univ, Fac Civil Engn, Aner Concrete Inst, Int Congress Polymers Concrete, Japan Concrete Inst
Yazar Departmanı
[dc.contributor.department]
Yeditepe Üniversitesi
Yayının ilk sayfa sayısı
[dc.identifier.startpage]
737
Yayının son sayfa sayısı
[dc.identifier.endpage]
744
Dergi Adı
[dc.relation.journal]
7TH ASIAN SYMPOSIUM ON POLYMERS IN CONCRETE
ISBN
[dc.identifier.isbn]
978-975-561-427-4
Görüntülenme Sayısı ( Şehir )
Görüntülenme Sayısı ( Ülke )
Görüntülenme Sayısı ( Zaman Dağılımı )
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20.03.2023 tarihinden bu yana
İndirme
1
20.03.2023 tarihinden bu yana
Son Erişim Tarihi
03 Ekim 2023 12:48
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Tıklayınız
concrete fibers polypropylene control scaling cracks Polypropylene surface flexural freeze-thaw investigated reinforced Fibers attack resistance multi-filament effect present tested presence significantly affected development cycling induced micro-cracking beneficial indicated results production hardened ratios water/cement different theory
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