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Model's Calibration for Masonry Reinforced with FRP Mesh-Bars
The paper presents some considerations on the reliability of the available formulas to determine the shear strength of masonry reinforced with FRP (fibre reinforced polymer) material. In detail the outcomes of a model related to the Eurocode 6 is prepared in presence of not usual shear reinforcement as FRP mesh bars jointed to ten surface masonry through steel joints. The model considers the basic contribution due to the masonry material and then add the contribution related to the presence of a material as carbon bars that is characterized by higher behaviour in term of stiffness.
Model's Calibration for Masonry Reinforced with FRP Mesh-Bars
The paper presents some considerations on the reliability of the available formulas to determine the shear strength of masonry reinforced with FRP (fibre reinforced polymer) material. In detail the outcomes of a model related to the Eurocode 6 is prepared in presence of not usual shear reinforcement as FRP mesh bars jointed to ten surface masonry through steel joints. The model considers the basic contribution due to the masonry material and then add the contribution related to the presence of a material as carbon bars that is characterized by higher behaviour in term of stiffness.
Model's Calibration for Masonry Reinforced with FRP Mesh-Bars
Advanced Materials Research ; 919-921 ; 421-425
2014-04-17
5 pages
Article (Journal)
Electronic Resource
English
Model's Calibration for Masonry Reinforced with FRP Mesh-Bars
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