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High temperature resistance of polymer-phosphazene concrete for 365 days
•Polymer-phosphazene concrete were subjected to elevated temperatures in this study.•This article applied the Taguchi method and Anova analysis.•The most effective parameters on experiments were found as temperature.•This study has been shown that the polymer-phosphazene concrete can be used in stru...
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Published in: | Construction & building materials 2018-06, Vol.174, p.741-748 |
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Main Authors: | , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that this one cites Items that cite this one |
Online Access: | Get full text |
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Summary: | •Polymer-phosphazene concrete were subjected to elevated temperatures in this study.•This article applied the Taguchi method and Anova analysis.•The most effective parameters on experiments were found as temperature.•This study has been shown that the polymer-phosphazene concrete can be used in structures that can be exposed to 400 °C.
The performance of the polymer-phosphazene concrete subjected to elevated temperatures was investigated for 365 days in this study. Taguchi L25 (56) orthogonal array was used to find the parameters that affect compressive strength, ultrasonic pulse velocity and changes in weight by performing smaller number of experiments. Percentage of phosphazene in monomer (0%, 1%, 2%, 3% and 4%), curing period (28, 60, 90, 180 and 365 days), cement dosage (300, 350, 400, 450 and 500 kg/m3) and high temperature (20, 200, 400, 600 and 800 °C) were selected as experimental parameters. After the experimental design, samples with dimensions of 100 × 100 × 100 mm were produced. The samples were removed from the water and dried at 105 ± 5 °C. Then, the vinyl acetate monomer with phosphazene was impregnated to samples for a 24 h period under atmospheric conditions. The polymerization of samples was performed at 60 °C for 4 h. Finally, these samples were exposed to temperatures of 200 °C, 400 °C, 600 °C and 800 °C. The ultrasonic pulse velocity, changes in weight and compressive strength experiments were applied to the samples. Furthermore, Scanning Electron Microscopy (SEM), Energy Dispersive X-ray (EDX) and X-ray powder diffraction (XRD) analyses of specimens were conducted. The results showed that the best values were obtained from samples exposed to 400 °C. Thus, this study has been shown that the polymer-phosphazene concrete can be used in structures that can be exposed to 400 °C. |
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ISSN: | 0950-0618 1879-0526 |
DOI: | 10.1016/j.conbuildmat.2018.04.078 |