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http://dx.doi.org/10.12989/cac.2018.21.6.705

Curing effect on mortar properties produced with styrene-butadiene rubber  

Cemalgil, Selim (Civil Engineering Department, Munzur University)
Etli, Serkan (Civil Engineering Department, Munzur University)
Onat, Onur (Civil Engineering Department, Munzur University)
Publication Information
Computers and Concrete / v.21, no.6, 2018 , pp. 705-715 More about this Journal
Abstract
This paper presents an experimentally investigation pertinent to the mechanical properties of rubberized mortar (RM) with styrene-butadiene rubber (SBR). The SBR were used with constant water-to-cement ratio of 0.485 and two different volume proportion of SBR particles were utilized as aggregates. One types of SBR particles with fineness modulus of 4.951 were utilized 0%, 10%, and 20% of aggregate volume. Effectiveness of SBR replacement ratio, curing and aging effect on the compressive strength, flexural strengths as well as load-displacement. Compressive and flexural strength of concrete were investigated at the end of 28-days and 56-days age. Obtained results demonstrated that utilization of SBR reduced the flexural strength of SBR mortar at the earlier curing age while SBR increased. Moreover, mechanical properties of mortar mentioned above were significantly affected by the water cure timing with an increasing proportion of the replacement level of SBR.
Keywords
fineness modulus; styrene-butadiene rubber; mechanical properties; rubberized mortar;
Citations & Related Records
Times Cited By KSCI : 3  (Citation Analysis)
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