کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
4913826 1428774 2017 11 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Comparative flexural behavior of ultra-high-performance concrete reinforced with hybrid straight steel fibers
ترجمه فارسی عنوان
رفتار خمشی مقایسه شده از بتن فوق العاده با مقاومت بالا با فیبرهای فولادی مستقیم هیبرید
کلمات کلیدی
بتن فوق العاده با کارایی بالا، هیبریداسیون فیبر، انعطاف پذیری، سختی، ظرفیت حمل و نقل فیبر،
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
چکیده انگلیسی
This study investigates the implications of fiber hybridization on the flexural behavior of ultra-high-performance concrete (UHPC). To do this, we considered three straight steel fibers with different lengths, lf, of 13 mm (short), 19.5 mm (medium-length), and 30 mm (long) at various volume fractions. Test results indicated that the hybrid use of long and medium-length fibers effectively improved the flexural performance in terms of post-cracking strength, deflection capacity, toughness, and cracking behavior, whereas the hybrid use of long and short fibers generally decreased the performance. To verify this observation, a micromechanical analysis was performed for obtaining the fiber bridging curve, which most significantly influences the post-cracking properties. The hybrid use of long and short (or medium-length) fibers provided negative synergy values in toughness due to several detrimental effects. The complementary energy in the fiber bridging curve increased with an increase in the fiber length, so that an increase in the proportion of short (or medium-length) fiber clearly decreased the complementary energy. Based on a proposed equation for the relationship between the normalized modulus of rupture and the fiber reinforcing index, we found that it is possible to produce deflection-hardening behavior of UHPC with straight steel fibers when the fiber reinforcing index is higher than 0.5.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Construction and Building Materials - Volume 132, 1 February 2017, Pages 219-229
نویسندگان
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