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An effective improvement for enhancing the strength and feasibility of FRP spike anchors

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What this work says

Outgoing claims: the papers this work cites, builds on, or argues with.

inferredcites →https://doi.org/10.1016/j.compositesb.2011.11.072openalex-snapshot
Influence of FRP anchor fan configuration and dowel angle on anchoring FRP plates
inferredcites →https://doi.org/10.1016/j.compositesb.2017.02.029openalex-snapshot
Pull-out and shear-strength models for FRP spike anchors
inferredcites →https://doi.org/10.1016/j.compositesb.2019.03.016openalex-snapshot
Development of a novel FRP composite with high-strength, large-deformation and tensile-behavior designable properties: Design concept and experimental program
inferredcites →https://doi.org/10.1016/j.compstruct.2006.04.037openalex-snapshot
Coupled flexural–shear retrofitting of RC beams using CFRP straps
inferredcites →https://doi.org/10.1016/j.compstruct.2014.05.034openalex-snapshot
A prediction model for bidirectional fiber patch anchors used to enhance the performance of FRP materials bonded to concrete
inferredcites →https://doi.org/10.1016/j.compstruct.2017.03.066openalex-snapshot
Development of a simplified bond model used for simulating FRP strips bonded to concrete
inferredcites →https://doi.org/10.1016/j.compstruct.2018.04.013openalex-snapshot
Time-dependent assessment and deflection prediction of prestressed concrete beams with unbonded CFRP tendons
inferredcites →https://doi.org/10.1016/j.compstruct.2018.04.020openalex-snapshot
Impacts of configurations on the strength of FRP anchors
inferredcites →https://doi.org/10.1016/j.compstruct.2018.09.073openalex-snapshot
Straight FRP anchors exhibiting fiber rupture failure mode
inferredcites →https://doi.org/10.1016/j.compstruct.2018.11.091openalex-snapshot
Experimental testing and design model for bent FRP anchors exhibiting fiber rupture failure mode
inferredcites →https://doi.org/10.1016/j.compstruct.2019.111671openalex-snapshot
Numerical assessment of continuous prestressed NSC and HSC members with external CFRP tendons
inferredcites →https://doi.org/10.1016/j.conbuildmat.2013.11.089openalex-snapshot
Experimental study and theoretical analysis on slender concrete-filled CFRP–PVC tubular columns
inferredcites →https://doi.org/10.1016/j.conbuildmat.2015.03.096openalex-snapshot
Modeling of anchored CFRP strips bonded to concrete
inferredcites →https://doi.org/10.1016/j.conbuildmat.2017.05.117openalex-snapshot
Numerical studies on the entire debonding propagation process of FRP strips externally bonded to the concrete substrate
inferredcites →https://doi.org/10.1016/j.conbuildmat.2017.12.192openalex-snapshot
Development of a testing methodology for the design and quality control of carbon fiber reinforced polymer (CFRP) anchors
inferredcites →https://doi.org/10.1016/j.engstruct.2019.109927openalex-snapshot
Moment redistribution versus neutral axis depth in continuous PSC beams with external CFRP tendons
inferredcites →https://doi.org/10.1016/j.porgcoat.2016.09.006openalex-snapshot
The anti-ultraviolet light (UV) aging property of aluminium particles/epoxy composite
inferredcites →https://doi.org/10.1061/(asce)1090-0268(2006)10:1(48)openalex-snapshot
Prediction Models for Debonding Failure Loads of Carbon Fiber Reinforced Polymer Retrofitted Reinforced Concrete Beams
inferredcites →https://doi.org/10.1061/(asce)1090-0268(2008)12:3(266)openalex-snapshot
Hybrid Bonding of FRP to Reinforced Concrete Structures
inferredcites →https://doi.org/10.1061/(asce)1090-0268(2008)12:6(608)openalex-snapshot
Design Considerations of Carbon Fiber Anchors
inferredcites →https://doi.org/10.1061/(asce)1090-0268(2009)13:2(82)openalex-snapshot
Tensile Behavior of FRP Anchors in Concrete
inferredcites →https://doi.org/10.1061/(asce)cc.1943-5614.0000064openalex-snapshot
Experimental Behavior of Carbon Fiber-Reinforced Polymer (CFRP) Sheets Attached to Concrete Surfaces Using CFRP Anchors
inferredcites →https://doi.org/10.1061/(asce)cc.1943-5614.0000097openalex-snapshot
Pullout Strength Models for FRP Anchors in Uncracked Concrete
inferredcites →https://doi.org/10.1061/(asce)cc.1943-5614.0000428openalex-snapshot
Bend Strength of Complete Closed-Type Carbon Fiber-Reinforced Polymer Stirrups with Rectangular Section
inferredcites →https://doi.org/10.1139/cjce-27-5-859openalex-snapshot
Fibre reinforced polymer shear reinforcement for concrete members: behaviour and design guidelines
inferredcites →https://doi.org/10.1139/cjce-27-6-1316openalex-snapshot
Reinforced concrete: mechanics and design
inferredcites →https://doi.org/10.1260/136943303322419214openalex-snapshot
Shear-Bending Interaction in Debonding Failures of FRP-Plated RC Beams
inferredcites →https://doi.org/10.14359/51688637openalex-snapshot
Behavior of Anchored Carbon Fiber-Reinforced Polymer Strips Used for Strengthening Concrete Structures

What points at this work

Incoming claims: where this work appears in other papers’ reference lists and arguments.

inferred← citeshttps://doi.org/10.2139/ssrn.4801098openalex-extracted
Bond Behaviour of Cfrp-Concrete Bonded Joints with a Gfrp Interlayer: An Experimental Study
inferred← citeshttps://doi.org/10.1007/978-981-16-9348-9_20openalex-snapshot
A Proposed Method of FRP Anchorage for FRP Confined Over-Reinforced Concrete Beam
inferred← citeshttps://doi.org/10.1007/s43452-023-00784-7openalex-snapshot
Effect of CFRP anchorages on the flexural behavior of externally strengthened reinforced concrete beams
inferred← citeshttps://doi.org/10.1016/j.compstruct.2020.112789openalex-snapshot
An empirical model to estimate FRP anchored joint strength using spike anchors
inferred← citeshttps://doi.org/10.1016/j.compstruct.2021.114198openalex-snapshot
Shear behavior of RC T-beams externally strengthened with anchored high modulus carbon fiber-reinforced polymer (CFRP) laminates
inferred← citeshttps://doi.org/10.1016/j.compstruct.2023.116883openalex-snapshot
Flexural modeling of reinforced concrete elements in usage of anchored FRP systems
inferred← citeshttps://doi.org/10.1016/j.compstruct.2023.117407openalex-snapshot
Evaluating the behavior and bond properties of FRP spike anchors under confined conditions and elevated temperature
inferred← citeshttps://doi.org/10.1016/j.compstruct.2025.119514openalex-snapshot
Acoustic emission based health monitoring of RC corroded beams strengthened by CFRP anchorage system under bending loads
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2022.129181openalex-snapshot
Effect of different parameters on the performance of FRP anchors in combination with EBR-FRP strengthening systems: A review
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2024.137042openalex-snapshot
Bond behaviour of CFRP-to-concrete bonded joints with a GFRP interlayer: An experimental study
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2025.142627openalex-snapshot
A generalised analytical solution for the debonding prediction of FRP-to-substrate joints with different anchorage systems
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2025.143784openalex-snapshot
Fatigue and corrosion interaction: Performance evolution mechanisms in reinforced concrete beams strengthened with CFRP anchorage system
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2026.148212openalex-snapshot
Hygrothermal durability of fiber anchors for externally bonded CFRP strengthening of reinforced concrete members
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2026.148296openalex-snapshot
Bond behavior of novel CFRP-concrete bonded joints enhanced by GFRP interlayers: Effect of the bonding length and fiber orientation
inferred← citeshttps://doi.org/10.1016/j.cscm.2024.e03927openalex-snapshot
Experimentally optimized anchored-FRP method: A high-strength, cost-effective and ease-to-install technique for concrete rehabilitation
inferred← citeshttps://doi.org/10.1016/j.dibe.2024.100394openalex-snapshot
Novel approach for strengthening T-beams deficient in shear with near-surface mounted CFRP ropes in form of closed stirrups
inferred← citeshttps://doi.org/10.1016/j.engfracmech.2024.110662openalex-snapshot
An innovative wide-ranging analytical approach for modelling the bond behaviour of frp-to-substrate joints with an elastic end anchorage
inferred← citeshttps://doi.org/10.1016/j.istruc.2025.108998openalex-snapshot
Optimizing anchor fan geometry for enhanced bond characteristics in CFRP-strengthened concrete members
inferred← citeshttps://doi.org/10.1016/j.istruc.2025.109702openalex-snapshot
Flexural behavior of CFRP-strengthened and end-anchored RC beams with large fiber anchors
inferred← citeshttps://doi.org/10.1016/j.istruc.2025.109929openalex-snapshot
A design-oriented solution for FRP-to-substrate bonded joints with a transversely compressed mechanical end anchorage
inferred← citeshttps://doi.org/10.1016/j.jobe.2025.113918openalex-snapshot
Experimental validation of additively manufactured 3D FRPs as dual-function reinforcement and formwork in concrete elements
inferred← citeshttps://doi.org/10.1016/j.prostr.2024.01.085openalex-snapshot
Effect of increasing the number of anchors on the flexural performance of FRP-strengthened RC beams
inferred← citeshttps://doi.org/10.1016/j.prostr.2025.06.050openalex-snapshot
Effect of anchor’s inclination angle on the flexural enhancement of CFRP-strengthened RC beams
inferred← citeshttps://doi.org/10.3390/buildings12091444openalex-snapshot
Flexural Behavior of RC Beams Strengthened with GFRP Laminate and Retrofitting with Novelty of Adhesive Material
inferred← citeshttps://doi.org/10.3390/ma16010164openalex-snapshot
Flexural Tests for Efficiency Evaluation of Spike Anchors on CFRP-Strengthened Concrete
inferred← citeshttps://doi.org/10.3390/ma17122826openalex-snapshot
3D FRP Reinforcement Systems for Concrete Beams: Innovation towards High Performance Concrete Structures
inferred← citeshttps://doi.org/10.3390/polym15041012openalex-snapshot
Performance of Reinforced Concrete Beams Strengthened by Bidirectional Carbon-Fiber-Reinforced Polymers Based on Numerical Models
inferred← citeshttps://doi.org/10.3390/polym15071621openalex-snapshot
CFRP U-Wraps and Spike Anchors for Enhancing the Flexural Performance of CFRP-Plated RC Beams
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