کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
1468208 990153 2006 8 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Effect of tapered FRP sheets on interlaminar fracture behaviour of FRP–concrete interface
موضوعات مرتبط
مهندسی و علوم پایه مهندسی مواد سرامیک و کامپوزیت
پیش نمایش صفحه اول مقاله
Effect of tapered FRP sheets on interlaminar fracture behaviour of FRP–concrete interface
چکیده انگلیسی

External bonding of fibre reinforced plastic (FRP) sheets to reinforced concrete beams has been accepted as an effective strengthening method. The use of taper ended FRP sheets can further enhance the strengthening performance, improving both the load carrying capacity and the corresponding deflection beyond those of the beams bonded with FRP sheets of a constant thickness. This paper presents experimental and analytical investigations regarding the influence of tapered FRP sheets on interlaminar fracture resistance between the FRP and concrete. The asymmetric double cantilever beam test was used to measure the interlaminar fracture resistance. The results showed that the taper configuration could significantly affect the interlaminar fracture behaviour in terms of both the load–displacement behaviour and the variation of critical strain energy release rate with crack propagation.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Composites Part A: Applied Science and Manufacturing - Volume 37, Issue 10, October 2006, Pages 1605–1612
نویسندگان
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