Articles with "bond behavior" as a keyword



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Effect of direct service temperature exposure on the bond behavior between advanced composites and CMU using NSM and EB techniques

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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… read more here.

Keywords: temperature; bond behavior; bond; service temperature ... See more keywords
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Deterioration of the bond behavior between CFRP and corroded steel in wet-dry cycling environment

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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… read more here.

Keywords: steel; bond behavior; corroded steel; bond ... See more keywords
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Modelling bond of GFRP rebar and concrete

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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… read more here.

Keywords: bond; gfrp; bond behavior; concrete ... See more keywords
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Experimental bond behavior of deformed rebars in half-grouted sleeve connections with insufficient grouting defect

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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… read more here.

Keywords: insufficient grouting; bond; defect level; bond behavior ... See more keywords
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Bond behavior between steel bars and carbon nanotube modified concrete

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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… read more here.

Keywords: bond; carbon nanotube; steel bars; bond behavior ... See more keywords
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Experimental study on the effect of anti-corrosive coatings on bond behavior of corroded rebar

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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… read more here.

Keywords: bond behavior; anti corrosive; rebar; effect ... See more keywords
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Experimental investigation of bond behavior of mild steel reinforcement in UHPC

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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… read more here.

Keywords: length; reinforcement uhpc; experimental investigation; bond ... See more keywords
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Bond behavior of high-strength recycled aggregate concrete-filled large square steel tubes with different connectors

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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… read more here.

Keywords: strength; high strength; bond; bond behavior ... See more keywords
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Bond behavior between corroded steel bar and concrete under reciprocating loading history of beam type specimens

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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… read more here.

Keywords: bond; bond behavior; corrosion; steel ... See more keywords
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Experimental study on the bond behavior of the CFRP-steel interface under rapid loading

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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.… read more here.

Keywords: bond behavior; behavior cfrp; cfrp; cfrp steel ... See more keywords
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Bond Behavior of CFRP Sheets Attached to Concrete through EBR and EBROG Joints Subject to Mixed-Mode I/II Loading

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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 ... read more here.

Keywords: mixed mode; sheets attached; bond behavior; subject mixed ... See more keywords