کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
6707686 | 502935 | 2014 | 9 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Flexural behavior of precast reinforced concrete composite members reinforced with structural nano-synthetic and steel fibers
ترجمه فارسی عنوان
رفتار انعطاف پذیر از کامپوزیت های کامپوزیتی بتنی تقویت شده با الیاف ساختاری نانوسیستم و فولادی
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
سایر رشته های مهندسی
مهندسی عمران و سازه
چکیده انگلیسی
In this study, structural nano-synthetic and steel fibers were used to reduce the amount of steel rebar distributed in precast reinforced concrete composite members. The flexural performance of the members was evaluated using longitudinal steel ratios of 1.65 and 1.20 and a transverse steel ratio of 0.20. Hybrid fiber mixtures consisting of various amounts of structural nano-synthetic and hooked-end steel fibers were used as reinforcing materials along with the steel rebar. The nano-synthetic fiber volume fractions were 0.4, 0.5, and 0.6Â vol.%, and the steel fiber contents were 5, 10, and 20Â kg/m3. Flexural performance tests were carried out for the resulting hybrid fiber-reinforced cement composites. The test results demonstrated that the hybrid fiber-reinforced cement composites satisfied the necessary conditions to replace the general reinforcing bars according to the RILEM standard when the mixture contained 0.4Â vol.% of nano-synthetic fiber and 20Â kg/m3 of steel fiber. The flexural behavior of a 350Â ÃÂ 180Â ÃÂ 1500-mm precast composite member reinforced by such a hybrid fiber mixture and steel rebar was evaluated; its maximum load was 30% greater than the designed ultimate load and 3.5% greater than that of a steel fiber-reinforced composite member.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Composite Structures - Volume 118, December 2014, Pages 571-579
Journal: Composite Structures - Volume 118, December 2014, Pages 571-579
نویسندگان
Su-Jin Lee, Jong-Pil Won,