Flexural behaviour of concrete beams reinforced with FRP bars

被引:0
作者
Konsta-Gdoutos, M [1 ]
Karayiannis, C [1 ]
机构
[1] Democritus Univ Thrace, Sch Engn, GR-67100 Xanthi, Greece
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中图分类号
TB33 [复合材料];
学科分类号
摘要
An experimental study of the behaviour of concrete beams reinforced with fibre reinforced plastic (FRP) bars in three-point bending was undertaken. The load-deflection response was monitored throughout the test. The results from the flexural tests on FRP reinforced concrete beams were compared with those obtained with steel reinforcement. The failure mechanisms and the ultimate loads and displacements for the FRP and steel reinforcement of concrete were analysed and compared.
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页码:133 / 137
页数:5
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