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In this work results of poly(propylene) fibers (PP), from recycling process, added into concrete mixture based on portland cement was characterized. The main purpose of this research was to identify direct influence of the fibers addition on the concrete mechanical strength. The recipe of the concrete was prepared using three types of aggregates with different grain size: 0.125–0.250, 0.250–0.500 and 0.500–1.000 mm, deflocculant based on polycarboxylates, water and portland cement (42.5 MPa). To identify structures of the researched samples and fibers light microscopy (LM) observation was performed. Basic properties of concrete mixture were defined by slump cone test and setting time. Mechanical properties such as compressive strength and bending test after 1, 7, 14 and 28 days were characterized. Obtained results were compared with mixtures without fibers modifications. Study was proven that all chosen fibers from recycled origin revealed increased effect on final mechanical properties of concrete and are very perspective for future application in concrete technology.
Słowa kluczowe
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Tom
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207--214
Opis fizyczny
Bibliogr. 10 poz., rys.., wykr.
Twórcy
autor
- Katedra Budownictwa Ogólnego i Infrastruktury Wojskowej, Wydział Inżynierii Lądowej i Geodezji, Wojskowa Akademia Techniczna, ul. Urbanowicza 2, 00-908 Warszawa
autor
- Department of Building and Military Infrastructure Faculty of Civil Engineering and Geodesy Military University of Technology in Warsaw, Poland
autor
- Department of Building and Military Infrastructure Faculty of Civil Engineering and Geodesy Military University of Technology in Warsaw, Poland
autor
- Institute of Mechanical Engineering Faculty of Mechanical Engineering Military University of Technology in Warsaw, Poland
Bibliografia
- Banthia N., Gupta R. 2006. Influence of polypropylene fiber geometry on plastic shrinkage cracking in concrete. Cement and Concrete Research, 36(7): 1263–1267.
- Centonze G., Leone M., Micelli F., Aiello M., Petito G. 2015. Concrete reinforced with recycled steel fibres from scrap tires: a case study. 8th International Conference Fibre Concrete, 3: 121–125.
- Choumanidis D., Badogiannis E., Nomikos P, Sofianos A. 2016. The effect of different fibres on the flexural behaviour of concrete exposed to normal and elevated temperatures. Construction and Building Materials, 129(30): 266–277.
- Dinakar P., Sahoo Pradosh K., Sriram G. 2013. Effect of Metakaolin Content on the Properties of High Strength Concrete. International Journal of Concrete Structures and Materials, 7: 215–223.
- Glid M., Sobrados I., Ben Rhaiem H., Sanz J., Amara AB. 2018. Alkaline activation of metakaolinite-silica mixtures: Role of dissolved silica concentration on the formation of geopolymers. Ceramics International, 43: 12641–12650.
- Kakooei S., Md Akil H., Jamshidi M., Rouhi J. 2012. The effects of polypropylene fibers on the properties of reinforced concrete structures. Construction and Building Materials, 27(1): 73–77.
- Lima P.R.L., Barros J.A.O., Santos D.J., Fontes C.M., Lima J.M.F., Toledo Filho R. 2016. Experimental and numerical analysis of short sisal fiber-cement composites produced with recycled matrix. European Journal of Environmental and Civil Engineering – in press.
- Smrkić M.F., Damjanović D., Baričević A. 2017. Application of recycled steel fibres in concrete elements subjected to fatigue loading. Građevinar, 69(10): 893–905.
- Song P.S., Hwang S., Sheu B.C. 2005. Strength properties of nylon- and polypropylene-fiber-reinforced concretes. Cement and Concrete Research, 35(8): 1546–1550.
- Zhang J., Ding X.P., Wang Q., Zheng X. 2018. Effective solution for low shrinkage and low permeability of normal strength concrete using calcined zeolite particles. Construction and Building Materials, 160: 57–65.
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Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-afd85841-946b-471d-85b8-65f2a4f20075