کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
6725820 503614 2013 8 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Properties of freshly mixed carbon fibre reinforced self-consolidating concrete
ترجمه فارسی عنوان
خواص فیبر کربن تازه مخلوط تقویت بتن خود تقویت شده
کلمات کلیدی
الیاف کربن، توانایی پر کردن، توانایی گذراندن، مقاومت جداسازی، بتن خودمختاری، شاخص ثبات بصری،
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
چکیده انگلیسی
This study examined the effects of discrete pitch-based carbon fibres on the fresh properties of self-consolidating concrete. Different carbon fibre reinforced self-consolidating concrete mixtures were produced incorporating 0%, 0.25%, 0.5%, 0.75% and 1% carbon fibres by concrete volume with two water-to-binder ratios (0.35 and 0.40). The flowing ability (filling ability and passing ability) of the concrete mixtures was determined with respect to slump flow, J-ring slump flow, and T50 slump flow time. The segregation resistance of the concrete mixtures was evaluated by using the sieve stability test. Visual stability index (VSI) was also used to assess the segregation resistance of concrete. Moreover, the freshly mixed concrete mixtures were tested for air content and unit weight. The hardened concretes were tested by a Scanning Electron Microscope to observe the distribution of fibres. Test results revealed that the increased amount of carbon fibres decreased the filling ability and passing ability of concrete. However, carbon fibres had no adverse effects on the segregation resistance of concrete. Also, no significant air entrapment occurred in the presence of carbon fibres. Carbon fibres were well-distributed and they slightly decreased the unit weight of concrete.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Construction and Building Materials - Volume 46, September 2013, Pages 224-231
نویسندگان
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