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
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
سایر رشته های مهندسی
مهندسی عمران و سازه
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چکیده انگلیسی
The arches had a span equal to 3.30â¯m, a rise equal to 0.83â¯m and were built with common Italian bricks regularly spacing out two bricks laid edge on (thickness of the arch 12â¯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
Journal: Composite Structures - Volume 187, 1 March 2018, Pages 466-480
نویسندگان
Francesca Giulia Carozzi, Carlo Poggi, Elisa Bertolesi, Gabriele Milani,