Flexural capacity and design of hybrid FRP-steel-reinforced concrete beams
Keyword(s):
This study presents a design method for hybrid fiber-reinforced-polymer-steel-reinforced concrete beams by an optimized analysis of the cross section. First, the relationships among the energy consumption, the bearing capacity, and the reinforcement ratio are analyzed; then, the parameters of the cross section are determined. Comparisons between the available theoretical and experimental results show that the designed hybrid fiber-reinforced-polymer-steel-reinforced concrete beams with a low area ratio between the fiber-reinforced polymer and the steel reinforcement could meet the required carrying capacity and exhibited high ductility.
2017 ◽
Vol 47
(5)
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pp. 303-313
2014 ◽
Vol 53
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pp. 972-982
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2013 ◽
Vol 6
(2)
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pp. 134-138
2016 ◽
Vol 707
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pp. 51-59
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2006 ◽
Vol 10
(1)
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pp. 48-59
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2016 ◽
Vol 19
(10)
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pp. 1592-1603
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2002 ◽
Vol 6
(4)
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pp. 257-263
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