کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
6725403 | 503609 | 2013 | 11 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Bond behaviour of deformed steel bars embedded in recycled aggregate concrete
ترجمه فارسی عنوان
رفتار باند از میله های فولادی تغییر شکل داده شده در بتن های بازیافتی جامد
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کلمات کلیدی
سنگ آهک بازیافت بتونی، سطح جایگزینی، کل دانه های طبیعی، رابطه، شکست تقسیم، استحکام باند نسبی،
موضوعات مرتبط
مهندسی و علوم پایه
سایر رشته های مهندسی
مهندسی عمران و سازه
چکیده انگلیسی
The results of sixty pullout tests carried out using 12Â mm, 16Â mm, 20Â mm and 25Â mm diameter deformed steel bars concentrically embedded in recycled aggregate concrete designed using equivalent mix proportions with coarse recycled concrete aggregate (RCA) replacement levels of 0%, 25%, 50%, 75% and 100% are reported towards investigation of bond behaviour of RCA concrete. It is postulated that due to internal curing action of the RCA particles, the relative bond strengths, obtained by normalising the measured bond stress with the respective compressive strength of concrete, across all the RCA replacement levels were higher for the RCA concrete compared to the NCA concrete. Further, the relative bond strengths increased with RCA replacement levels and the highest values were obtained for 100% replacement of natural coarse aggregate with RCA. On the basis of a regression analysis of the experimental data, an empirical bond stress-versus-slip relationship between RCA concrete and deformed steel bars has been proposed and it has been conservatively suggested that anchorage lengths of 12Â mm, 16Â mm, 20Â mm and 25Â mm diameter deformed steel bars embedded in RCA concrete may be taken to be the same as that in natural aggregate concrete.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Construction and Building Materials - Volume 49, December 2013, Pages 852-862
Journal: Construction and Building Materials - Volume 49, December 2013, Pages 852-862
نویسندگان
M. John Robert Prince, Bhupinder Singh,