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مقایسه رئولوژیکی، مکانیکی، اقتصادی و محیطزیستی کاربرد الیافهای فولادی صنعتی و بازیافتی در بتنهای خودتراکم | ||
نشریه مهندسی عمران امیرکبیر | ||
دوره 55، شماره 7، مهر 1402، صفحه 1487-1504 اصل مقاله (1.57 M) | ||
نوع مقاله: مقاله پژوهشی | ||
شناسه دیجیتال (DOI): 10.22060/ceej.2023.22071.7895 | ||
نویسندگان | ||
امیرحسین صحرایی مقدم؛ علیرضا میرزاگلتبار روشن* | ||
دانشکده مهندسی عمران، دانشگاه صنعتی نوشیروانی، بابل، ایران | ||
چکیده | ||
الیافهای فولادی صنعتی (ISF) پرکاربردترین الیاف به منظور استفاده در بتن میباشند. تولید صنعتی این الیاف، علاوه بر افزایش هزینهها، موجب تولید مقدار قابلتوجهی از گازهای گلخانهای میشود. از این رو، تحقیق حاضر با هدف بررسی امکان جایگزینی این نوع از الیافها با الیافهای فولادی بازیافت شده از لاستیکهای فرسوده وسایل نقلیه (RSF) انجام شد. به منظور تحقق این هدف، خصوصیات رئولوژیکی بتن خودتراکم تازه (آزمایشهای رینگ J، جعبه L، جعبه U و قیف V)، خصوصیات مکانیکی بتن سخت شده (آزمایشهای مقاومت فشاری، کشش برزیلی و خمشی)، خصوصیات محیطزیستی (بررسی پتانسیل گرمایش جهانی (GWP) و خصوصیات اقتصادی مربوط به 13 طرح اختلاط حاوی 0، 0/5، 1، 1/5 و 2 درصد حجمی ISF، RSF و ترکیب آنها بررسی شد. نتایج بررسیها نشان دهندهی عملکرد ضعیفتر RSF در مقایسه با ISF در بهبود خصوصیات مکانیکی بود. کاربرد 2 درصد ISF مقاومتهای کششی و خمشی را به ترتیب 114 و 82 درصد افزایش داد، در صورتی که همین مقدار RSFاین خصوصیات را به ترتیب 80 و 44 درصد افزایش داد. از طرفی، RSF در خصوصیات رئولوژیکی، محیطزیستی و اقتصادی عملکرد بهتری در مقایسه با ISF از خود نشان داد. جایگزینی ISF با RSF در طرحهای اختلاط حاوی 2 درصد الیاف توانست خصوصیات رئولوژیکی، محیطزیستی و اقتصادی را به ترتیب 8، 30 و 65 درصد بهبود بخشد. در نهایت، با توجه به نتایج بهینهیابی چند متغیره انجام گرفته بر روی نتایج، استفاده از RSF از لحاظ رئولوژیکی، مکانیکی، محیطزیستی و اقتصادی نسبت به ISF مطلوبتر شناخته شد. | ||
کلیدواژهها | ||
الیاف فولادی صنعتی؛ الیاف فولادی بازیافتی؛ بتن خودتراکم؛ خصوصیات مکانیکی؛ بهینهیابی | ||
موضوعات | ||
تکنولوژی بتن | ||
عنوان مقاله [English] | ||
Rheological, mechanical, environmental, and economic comparison of the use of industrial and recycled steel fibers in self-compacting concrete | ||
نویسندگان [English] | ||
Amirhosein Sahraei Moghadam؛ A. r. Mirza Goltabar Roshan | ||
M.Sc., Faculty of Engineering, Lorestan University, Khorramabad, Iran | ||
چکیده [English] | ||
Industrial steel fibers (ISFs) are the most widely-used fibers for concrete reinforcement. The industrial production of these fibers is costly, and it contributes to Greenhouse gas emissions. The present study, therefore, aims to explore the ways in which these fibers can be replaced by recycled steel fibers (RSFs) made of scrap vehicle tires. To this end, the present study examined 13 mixtures containing different volume percentages (0%, 0.5%, 1%, 1.5%, and 2%) of ISFs, RSFs, and their combinations. The examinations included rheological properties of the fresh self-compacting concrete (J-ring, L-box, U-box, and V-funnel tests), mechanical properties of the hardened concrete (compressive, Brazilian tensile, and flexural strength tests), environmental characteristics (global warming potential (GWP)), and economic characteristics. Results showed that RSFs had a poorer performance than ISFs in terms of mechanical properties. The use of 2% ISFs increased the splitting tensile and flexural strengths by 114% and 82%, respectively, while the same amount of RSFs increased these parameters by 80% and 44%, respectively. On the other hand, RSFs showed better performance than ISFs in terms of rheological, environmental, and economic characteristics. Replacing ISFs with RSFs in mixtures containing 2% fibers could improve the rheological, environmental, and economic characteristics by 8%, 30%, and 65%, respectively. Finally, given the multi-criteria optimization results, RSFs were superior to ISFs in terms of rheological, mechanical, environmental, and economic characteristics. | ||
کلیدواژهها [English] | ||
ISF, RSF, Self-compacting concrete, Mechanical properties, Optimization | ||
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مراجع | ||
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