کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
4912997 1428753 2017 13 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Different FRCM systems for shear-strengthening of reinforced concrete beams
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
پیش نمایش صفحه اول مقاله
Different FRCM systems for shear-strengthening of reinforced concrete beams
چکیده انگلیسی
As for the study results, the average enhancement of the load carrying capacity achieved by FRCM strengthening with respect to the reference specimen is 51%. Continuous strengthening significantly improved all aspects of structural performance of the strengthened beams compared to those of the intermittent counterpart. The effect of FRCM configuration appeared to be significantly related to the amount and the orientation of the effectual fabric within the FRCM system. Moreover, the effect of the FRCM anchorage used in this study was observed to be insignificant on the load carrying capacity of the strengthened beams. Theoretically-predicted values for load carrying capacity were obtained, and showed a reasonable agreement with the experimental results.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Construction and Building Materials - Volume 153, 30 October 2017, Pages 514-526
نویسندگان
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