کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
6704366 1428520 2018 27 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Experimental evaluation
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
پیش نمایش صفحه اول مقاله
Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Experimental evaluation
چکیده انگلیسی
The arches had a span equal to 3.30 m, a rise equal to 0.83 m and were built with common Italian bricks regularly spacing out two bricks laid edge on (thickness of the arch 12 cm) with two bricks (one over the other) disposed in single leaf. Barrel vaults had the same geometry of the arches but were made with a single leaf. In all cases, an eccentric vertical load was applied at 1/4 of the span and was increased up to failure. The experimental results on unreinforced structures are compared with those obtained on the strengthened ones in terms of failure mode, maximum load, stiffness and ductility.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Composite Structures - Volume 187, 1 March 2018, Pages 466-480
نویسندگان
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