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The laboratory investigation presented in the paper focuses on the influence of the polypropylene fibres on compressive and flexural strength of self-compacting concrete. The paper deals with two volume ratios 0.3% and 0.9% of 19 mm and 38 mm long PP fibres. On the basis of the tests performed, the addition of PP fibres has a minor effect on compressive strength of SCC and pronounced when analysing the flexural tensile strength of the matrix. In case of 19 mm long fibres the increase of post-peak parameters was considerable, however, not proportional to the fibres volume ratio. The 38 mm long PP fibres applied as a SCC reinforcement needs further investigations, as for a smaller amount of the fibres it doesn’t meet the requirements for the composites.
W pracy przeanalizowano wpływ włókien polipropylenowych na wytrzymałość na ściskanie i właściwości przy zginaniu betonu samozagęszczalnego. Badania laboratoryjne dotyczyły betonu SCC zbrojonego polipropylenowymi włóknami o długościach 19 mm i 38 mm przy ich udziale objętościowym wynoszącym 0.3% i 0.9%. Na podstawie przeprowadzonych badań stwierdzono, że zastosowane włókna mają niewielki wpływ na wytrzymałość SCC na ściskanie, a znaczący przy analizie wytrzymałości na rozciągnie przy zginaniu. Wyniki badań zginania betonu SCC zbrojonego włóknami o długości 19 mm wykazały wzrost parametrów w zakresie po-sprężystej pracy SCC. Uzyskane wyniki, nie były jednak proporcjonalne do przyrostu zawartości objętościowej włókien. Beton samozagęszczalny zbrojony dłuższymi włóknami (38 mm) wymaga dalszych badań, gdyż w przypadku zastosowania mniejszej zawartości objętościowej włókien nie zostały spełnione wymagania stawiane kompozytom w zakresie pracy po-sprężystej.
Czasopismo
Rocznik
Tom
Strony
69--78
Opis fizyczny
Bibliogr. 19 poz., tab., rys., wykr.
Twórcy
autor
- Faculty of Civil Engineering, The Silesian University of Technology, Akademicka 5, 44-100 Gliwice, Poland
autor
- Faculty of Civil Engineering, The Silesian University of Technology, Akademicka 5, 44-100 Gliwice, Poland
Bibliografia
- [1] Banthia N., Gupta R.; Influence of polypropylene fiber geometry on plastic shrinkage cracking in concrete. Cement and Concrete Research, Vol.36, 2006; p.1263-1267
- [2] Al Qadi ANS, Al-Zaidyeen SM.; Effect of fibre content and specimen shape on residual strength of polypropylene fibre self-compacting concrete exposed to elevated temperatures. Journal of King Saud University – Engineering Sciences, Vol.26, No.1, 2014; p.33-39
- [3] Alavi Nia A., Hedayatian M., Nili M., Afrough Sabet V.; An experimental and numerical study on how steel and polypropylene fibres. International Journal of Impact Engineering, Vol.46, 2012; p.62-73
- [4] Behfarnia K, Behravan A.; Application of high performance polypropylene fibres in concrete lining of water tunnels. Materials & Design, Vol.55, 2014; p.274-279
- [5] Karahan O, Atiş CD.; The durability properties of polypropylene fiber reinforced fly ash concrete. Materials & Design, Vol.32, No.2, 2011; p.1044-1049
- [6] Sun z, Xu Q.; Microscopic, physical and mechanical analysis of polypropylene fiber. Materials Science and Engineering A, Vol.527, 2009; p.198-204
- [7] Hsie M, Tu Ch, Song PS.: Mechanical properties of polypropylene hybrid fiber-reinforced concrete. Materials Science and Engineering: A, Vol.494, No.1-2, 2008; p.153-157
- [8] Alhozaimy AM, Soroushian P, Mirza F.; Mechanical properties of polypropylene fiber reinforced concrete and the effects of pozzolanic materials. Cem Concr Compos, Vol.18, 1996; p.85-92
- [9] Szwabowski, J., Gołaszewski, J.; Cement paste properties and paste aggregate void saturation ratio as the factors governing the self-compactness and compressive strength of concrete. Cement Wapno Beton Vol.17/77, No.2, 2010; p.97-107
- [10] PN-EN 12390-3 Testing hardened concrete – Part 3: Compressive strength of test specimens
- [11] ASTM C1609/ C1609M – 12 Standard Test Method for Flexural Performance of Fiber-Reinforced Concrete (Using Beam With Third-Point Loading)
- [12] RILEM TC 145-WSM. Workability and rheology of fresh concrete: compendium of tests. In: Bartos, Donebi, and Tamimi, editors. Report of RILEM technical committee TC 145-WSM workability of special concretes. Cachan: RILEM Publications; 2002
- [13] Kamal MM, Safan MA, Etman ZA, Kasem BM.; Mechanical properties of self-compacted fiber concrete mixes. HBRC Journal, Vol.10, No.1, 2014; p.25-34
- [14] Beigi MH, Berenjian J, Omran OL, Nik AS, Nikbin IM.; An experimental survey on combined effects of fibres and nanosilica on the mechanical, rheological, and durability properties of self-compacting concrete. Materials & Design, Vol.50, 2013; p.1019-1029
- [15] Alberti MG, Enfedaque A, Gálvez JC, Cánovas MF, Osorio IR.; Polyolefin fiber-reinforced concrete enhanced with steel-hooked fibres in low proportions. Materials & Design, Vol.60, 2014; p.57-65
- [16] Mazaheripour H, Ghanbarpour S, Mirmoradi SH, Hosseinpour I.; The effect of polypropylene fibres on the properties of fresh and hardened lightweight selfcompacting concrete. Construction and Building Materials, Vol.25, 2011; p.351-358
- [17] Widodo S.; Fresh and hardened properties of Polypropylene fiber added Self-Consolidating Concrete. International Journal of Civil and Structural Engineering. Vol.3, No.1, 2012; p.85-93
- [18] Banthia N, Trottier J-F.; Test Methods for Flexural Toughness Characterization of Fiber Reinforced Concrete: Some Concerns and a Propositions. ACI Materials Journal, Vol.92, No.1, 1995; p.48-57
- [19] Japan Society of Civil Engineers, Method of Test for Flexural Strength and Flexural Toughness of Fiber Reinforced Concrete. Standard SF-4, 1984:58-66
Typ dokumentu
Bibliografia
Identyfikator YADDA
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