کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
6741296 | 504386 | 2013 | 12 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Experimental investigation of RC beams with rectangular spiral reinforcement in torsion
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موضوعات مرتبط
مهندسی و علوم پایه
علوم زمین و سیارات
مهندسی ژئوتکنیک و زمین شناسی مهندسی
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چکیده انگلیسی
Recently, the use of continuous spiral reinforcement has been extended in reinforced concrete elements with rectangular cross-sections. The behaviour of reinforced concrete beams with rectangular cross-section and continuous rectangular spiral reinforcement as transverse reinforcement under pure torsion is experimentally investigated. The presented experimental program comprises 11 beams. Test results of this study clearly indicated that the use of rectangular spiral reinforcement provided enhanced torsional capacity and improved post peak performance in the examined beams. Compared to beams with equal quantity of the commonly used stirrups the measured increase of the torsional strength for the tested beams under imposed twist that locks the spirals was 18%, 16% and 14% for the beams with transverse reinforcement spacing at 200Â mm, 150Â mm and 100Â mm, respectively. However, it is stressed that when spirals are unlocked due to the direction of the external twist the torsional capacity of the beams is decreased and considerable concrete spalling is observed compared to beams with equal quantity of the commonly used stirrups.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Structures - Volume 56, November 2013, Pages 286-297
Journal: Engineering Structures - Volume 56, November 2013, Pages 286-297
نویسندگان
Constantin E. Chalioris, Chris G. Karayannis,