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Published in 2019 at "Composite Structures"
DOI: 10.1016/j.compstruct.2018.11.085
Abstract: Abstract The durability of fiber reinforced polymer (FRP) and fiber reinforced cementitious matrix (FRCM) for strengthening structural elements has been rather extensively studied in the literature. The influence of directly applying temperature on bond behavior…
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Keywords:
temperature;
bond behavior;
bond;
service temperature ... See more keywords
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Published in 2021 at "Composite Structures"
DOI: 10.1016/j.compstruct.2021.114202
Abstract: Abstract The purpose of this paper is to investigate the deterioration of the bond behavior between CFRP and corroded steel in wet-dry cycling environment and the corrosion effects on them. By conducting the shear tests…
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Keywords:
steel;
bond behavior;
corroded steel;
bond ... See more keywords
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Published in 2017 at "Construction and Building Materials"
DOI: 10.1016/j.conbuildmat.2017.07.092
Abstract: Abstract The structural performance of concrete structures reinforced using glass-fiber-reinforced-polymer (GFRP) rebars is sometime compromised by debonding failure. For better analyzing the GFRP bar-concrete bond behavior, this study presents two damage-based approaches for assessing the…
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Keywords:
bond;
gfrp;
bond behavior;
concrete ... See more keywords
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Published in 2018 at "Construction and Building Materials"
DOI: 10.1016/j.conbuildmat.2018.07.050
Abstract: Abstract Insufficient grouting of sleeve connection in precast concrete (PC) structure will significantly decrease the bearing capacity of connection joints and increase the risk of premature failure of PC structures. To evaluate the bond behavior…
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Keywords:
insufficient grouting;
bond;
defect level;
bond behavior ... See more keywords
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Published in 2020 at "Construction and Building Materials"
DOI: 10.1016/j.conbuildmat.2020.119339
Abstract: Abstract The effect of different carbon nanotube (CNT) dosage, concrete cover thickness, steel bar diameter on bond behavior between steel bars and CNT modified concrete was experimentally studied. Beam specimens were prepared and tested for…
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Keywords:
bond;
carbon nanotube;
steel bars;
bond behavior ... See more keywords
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Published in 2021 at "Construction and Building Materials"
DOI: 10.1016/j.conbuildmat.2020.121716
Abstract: Abstract This research presents the investigation of the effect of anti-corrosive coatings on the bond behavior of corroded rebar to concrete. Cementitious and epoxy types of anti-corrosive coating materials have been considered and applied manually…
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Keywords:
bond behavior;
anti corrosive;
rebar;
effect ... See more keywords
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Published in 2018 at "Engineering Structures"
DOI: 10.1016/j.engstruct.2018.09.031
Abstract: Abstract Ultra-High Performance Concrete (UHPC) is a relatively new class of advanced cementitious composite material, which exhibits high compressive and tensile strengths. The discrete steel fiber reinforcement included in UHPC allows the material to maintain…
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Keywords:
length;
reinforcement uhpc;
experimental investigation;
bond ... See more keywords
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Published in 2020 at "Engineering Structures"
DOI: 10.1016/j.engstruct.2020.110392
Abstract: Abstract To solve the problem of insufficient interface bond strength of concrete-filled square steel tubes (CFSSTs), 16 large CFSST specimens with eight different types of connectors (no additional connectors, built-in studs, built-in circular ribs, built-in…
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Keywords:
strength;
high strength;
bond;
bond behavior ... See more keywords
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Published in 2021 at "Engineering Structures"
DOI: 10.1016/j.engstruct.2021.113112
Abstract: Abstract The bond between steel bars and concrete can be deteriorated by corrosion. A series of beam specimens with initial cracks were cast to study the effects of corrosion on bond behavior. The current-induced accelerated…
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Keywords:
bond;
bond behavior;
corrosion;
steel ... See more keywords
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1
Published in 2020 at "Thin-walled Structures"
DOI: 10.1016/j.tws.2020.107233
Abstract: Abstract In this paper, a series of the carbon fiber reinforced polymer (CFRP)-steel single-shear specimens was manufactured to investigate the effects of the adhesive types and loading rates on the bond behavior of CFRP-steel interfaces.…
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Keywords:
bond behavior;
behavior cfrp;
cfrp;
cfrp steel ... See more keywords
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Published in 2017 at "Journal of Composites for Construction"
DOI: 10.1061/(asce)cc.1943-5614.0000816
Abstract: AbstractThe bond behavior of carbon fiber–reinforced polymer (CFRP) sheets attached to concrete surface subject to mixed-mode I/II loading through single lap-shear tests is assessed. A 63 concrete ...
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Keywords:
mixed mode;
sheets attached;
bond behavior;
subject mixed ... See more keywords