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Published in 2021 at "Structures"
DOI: 10.1016/j.istruc.2021.08.056
Abstract: Abstract This paper reports a comprehensive investigation on the tensile behavior of FRP bar butt joints built with new FRP sleeves. The simplified bond-slip constitutive relationship between FRP bars and bonding medium was firstly established…
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Keywords:
bar butt;
butt joints;
bar;
frp bar ... See more keywords
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Published in 2018 at "Canadian Journal of Civil Engineering"
DOI: 10.1139/cjce-2016-0566
Abstract: The thermal incompatibility between fiber reinforced polymer (FRP) bars and concrete may cause splitting cracks within the concrete and, eventually, the deterioration of the bond between the FRP bar and the concrete. This paper presents…
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Keywords:
concrete slabs;
frp bar;
slabs;
one way ... See more keywords
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1
Published in 2020 at "Mathematical Problems in Engineering"
DOI: 10.1155/2020/7516502
Abstract: The shear strength prediction model for fiber-reinforced polymer (FRP) bar-reinforced concrete beams without stirrups in ACI440.1R-2015 does not consider the “size effect” and the effect of shear span-to-depth ratio and predicts the zero-shear strength for…
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Keywords:
strength;
shear strength;
frp bar;
model ... See more keywords
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Published in 2020 at "Advances in Civil Engineering"
DOI: 10.1155/2020/8881463
Abstract: The shear failure of a reinforced concrete beam generally occurs when the principal tensile stress near the neutral axis is equal to or greater than the tension strength of concrete. In order to set up…
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Keywords:
frp bar;
beams without;
without stirrups;
reinforced concrete ... See more keywords