FRP Strengthened Masonry Beams. Part I – Model

This paper presents a simple model to predict the load-deflection curve of a fiber-reinforced plastic (FRP) reinforced masonry beam subjected to bending and axial loads. Delamination growth is modeled by using an energy balance approach. It is shown that continuously growing delamination results in...

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Veröffentlicht in:Journal of composite materials 2002-03, Vol.36 (5), p.521-536
Hauptverfasser: Kiss, Rita M., Kollar, Laszlo P., Jai, John, Krawinkler, Helmut
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container_end_page 536
container_issue 5
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container_title Journal of composite materials
container_volume 36
creator Kiss, Rita M.
Kollar, Laszlo P.
Jai, John
Krawinkler, Helmut
description This paper presents a simple model to predict the load-deflection curve of a fiber-reinforced plastic (FRP) reinforced masonry beam subjected to bending and axial loads. Delamination growth is modeled by using an energy balance approach. It is shown that continuously growing delamination results in highly nonlinear behavior.
doi_str_mv 10.1177/0021998302036005474
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subjects Application fields
Applied sciences
Buildings. Public works
Computation methods. Tables. Charts
Exact sciences and technology
Fracture mechanics (crack, fatigue, damage...)
Fracture mechanics, fatigue and cracks
Fundamental areas of phenomenology (including applications)
Physics
Polymer industry, paints, wood
Solid mechanics
Structural analysis. Stresses
Structural and continuum mechanics
Technology of polymers
title FRP Strengthened Masonry Beams. Part I – Model
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