کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
10622807 | 989312 | 2005 | 9 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Experimental and theoretical investigation on the postcracking inelastic behavior of synthetic fiber reinforced concrete beams
دانلود مقاله + سفارش ترجمه
دانلود مقاله ISI انگلیسی
رایگان برای ایرانیان
کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
سایر رشته های مهندسی
مهندسی صنعتی و تولید
پیش نمایش صفحه اول مقاله
![عکس صفحه اول مقاله: Experimental and theoretical investigation on the postcracking inelastic behavior of synthetic fiber reinforced concrete beams Experimental and theoretical investigation on the postcracking inelastic behavior of synthetic fiber reinforced concrete beams](/preview/png/10622807.png)
چکیده انگلیسی
A realistic method of analysis for the postcracking behavior of newly developed structural synthetic fiber reinforced concrete beams is proposed. In order to predict the postcracking behavior, pullout behavior of single fiber is identified by tests and employed in the model in addition to the realistic stress-strain behavior of concrete in compression and tension. A probabilistic approach is used to calculate the effective number of fibers across the crack faces and to calculate the probability of nonpullout failure of fibers. The proposed theory is compared with test data and shows good agreement. The proposed theory can be efficiently used to predict the load-deflection behavior, moment-curvature relation, load-crack mouth opening displacement (CMOD) relation of synthetic fiber reinforced concrete beams.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Cement and Concrete Research - Volume 35, Issue 2, February 2005, Pages 384-392
Journal: Cement and Concrete Research - Volume 35, Issue 2, February 2005, Pages 384-392
نویسندگان
Byung Hwan Oh, Dae Gyun Park, Ji Cheol Kim, Young Cheol Choi,