کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
10285513 503715 2005 9 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Lateral load response of high performance fiber reinforced concrete beam-column joints
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
پیش نمایش صفحه اول مقاله
Lateral load response of high performance fiber reinforced concrete beam-column joints
چکیده انگلیسی
Six beam-column (B-C) joints were constructed according to the existing practice in Jordan and tested under cyclic lateral loading to determine the effect of using high performance steel fiber reinforced concrete (HPFRC) in place of conventional concrete in the joint region. The properties of ultimate strength, ductility, energy dissipation capacity, and joint stiffness of the reference concrete specimens were compared with those containing different amounts of brass-coated (BCSF) or hooked steel fibers (HSF). It was determined that the steel fiber concrete specimens exhibited three times higher load levels, 20 times larger energy dissipation, and two times slower stiffness degradation compared to the reference concrete specimens. Using hooked steel fibers showed a significant increase (three times) in the maximum load carrying capacity and in the initial secant stiffness compared to reference specimens.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Construction and Building Materials - Volume 19, Issue 7, September 2005, Pages 500-508
نویسندگان
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