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The quasi-static cyclic behaviour of CFRP-to-concrete bonded joints: An experimental study and a damage plasticity model
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Outgoing claims: the papers this work cites, builds on, or argues with.
inferredcites →https://doi.org/10.1007/b138882openalex-snapshot
Engineering Damage Mechanics: Ductile, Creep, Fatigue and Brittle Failures
inferredcites →https://doi.org/10.1016/j.compositesb.2004.06.001openalex-snapshot
Experimental study on FRP-to-concrete bonded joints
inferredcites →https://doi.org/10.1016/j.engstruct.2003.11.006openalex-snapshot
Full-range behavior of FRP-to-concrete bonded joints
inferredcites →https://doi.org/10.1016/j.engstruct.2005.01.014openalex-snapshot
Bond–slip models for FRP sheets/plates bonded to concrete
inferredcites →https://doi.org/10.1016/j.engstruct.2015.01.003openalex-snapshot
Finite element modelling of debonding failures in steel beams flexurally strengthened with CFRP laminates
inferredcites →https://doi.org/10.1016/j.ijsolstr.2013.03.035openalex-snapshot
Coupled mixed-mode cohesive zone modeling of interfacial debonding in simply supported plated beams
inferredcites →https://doi.org/10.1016/j.jmps.2015.09.002openalex-snapshot
A coupled damage-plasticity model for the cyclic behavior of shear-loaded interfaces
inferredcites →https://doi.org/10.1016/s0141-0296(01)00105-5openalex-snapshot
FRP-strengthened RC beams. I: review of debonding strength models
inferredcites →https://doi.org/10.1016/s0141-0296(01)00106-7openalex-snapshot
FRP-strengthened RC beams. II: assessment of debonding strength models
inferredcites →https://doi.org/10.1061/(asce)1090-0268(2007)11:4(419)openalex-snapshot
Bond Stress–Slip Relationship between FRP Sheet and Concrete under Cyclic Load
inferredcites →https://doi.org/10.1061/(asce)cc.1943-5614.0000439openalex-snapshot
Behavior of CFRP Laminates Bonded to a Steel Substrate Using a Ductile Adhesive
inferredcites →https://doi.org/10.1260/136943309790327761openalex-snapshot
FRP-Concrete Bond Behaviour under Cyclic Debonding Force
inferredcites →https://doi.org/10.1520/d0638-14openalex-snapshot
Test Method for Tensile Properties of Plastics
inferredcites →https://doi.org/10.3390/polym6020370openalex-snapshot
A Unified Theoretical Model for the Monotonic and Cyclic Response of FRP Strips Glued to Concrete
What points at this work
Incoming claims: where this work appears in other papers’ reference lists and arguments.
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Bond Behaviour of Cfrp-Concrete Bonded Joints with a Gfrp Interlayer: An Experimental Study
inferred← citeshttps://doi.org/10.1007/978-3-032-09387-5_105openalex-snapshot
Experimental Investigation of the Fatigue Behavior of CFRP Reinforced Concrete Elements Under Varying Load Frequency
inferred← citeshttps://doi.org/10.1007/s12205-024-1354-3openalex-snapshot
Research on the CFRP-Concrete Interface Model under Fatigue Loading
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CFRP-to-steel bonded joints subjected to cyclic loading: An experimental study
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Monotonic and quasi-static cyclic bond response of CFRP-to-steel joints after salt fog exposure
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Cyclic performance of adhesively bonded joints using the Distinct Element Method: Damage and parametric analysis
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Behavior of cracked steel plates strengthened with adhesively bonded CFRP laminates under fatigue Loading: Experimental and analytical study
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Analytical study on the behavior of CFRP-concrete bonded joint with a non-rigid end-anchor
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Bond behavior of CFRP-concrete bonded joints with randomly distributed defects: Experimental and numerical studies
inferred← citeshttps://doi.org/10.1016/j.compstruct.2025.119469openalex-snapshot
A unified FRP-concrete bond model and new experimental insights on size effect
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A novel methodology for determining the FRP-to-steel/concrete bond-slip relationship from load-displacement curves under thermal effects
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2020.121674openalex-snapshot
The bond behaviour of CFRP-to-concrete bonded joints under fatigue cyclic loading: An experimental study
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2021.125106openalex-snapshot
Consideration of data correlation to estimate FRP-to-concrete bond capacity models
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A method using information theory to select and rank existing FRP/concrete bond strength models
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Bond behavior of novel CFRP-concrete bonded joints enhanced by GFRP interlayers: Effect of the bonding length and fiber orientation
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Study on the fatigue performance of GFRP connectors in sandwich insulated composite wall panels
inferred← citeshttps://doi.org/10.1016/j.engfracmech.2022.108250openalex-snapshot
Emerging anchored FRP systems bonded to steel subjected to monotonic and cyclic loading: A numerical study
inferred← citeshttps://doi.org/10.1016/j.engfracmech.2022.108307openalex-snapshot
Debonding analysis of FRP-to-concrete interfaces between two adjacent cracks in plated beams under temperature variations
inferred← citeshttps://doi.org/10.1016/j.engfracmech.2023.109272openalex-snapshot
The bond-behaviour of CFRP-to-concrete bonded joints under fatigue loading: A damage accumulation model
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Uniaxial constitutive models for wood under cyclic compression loads with varying loading orientations
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Analytical formulation for FRP-to-substrate bonded joints considering the test setup and adhesive type
inferred← citeshttps://doi.org/10.1016/j.engstruct.2018.10.044openalex-snapshot
The bond behaviour of CFRP-to-steel bonded joints with varying bond properties at elevated temperatures
inferred← citeshttps://doi.org/10.1016/j.ijfatigue.2020.105785openalex-snapshot
Fatigue behavior of FRP-to-steel bonded interface: An experimental study with a damage plasticity model
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Low-cycle fatigue bond behaviour between sand-coated hybrid FRP tubes and sustainable seawater sea sand concrete
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Research on bond behavior of CFRP-concrete interface under quasi-static cyclic loading
inferred← citeshttps://doi.org/10.1016/j.istruc.2024.107472openalex-snapshot
Bond behavior of CFRP-to-steel interfaces under quasi-static cyclic loading at mild temperatures
inferred← citeshttps://doi.org/10.1016/j.jestch.2020.06.003openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.jobe.2025.112589openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tafmec.2021.102992openalex-snapshot
A new cohesive law for the simulation of crack propagation under cyclic loading. Application to steel- and concrete-FRP bonded interface
inferred← citeshttps://doi.org/10.1016/j.tws.2019.03.060openalex-snapshot
Experimental study on the bond behavior of CFRP-steel interfaces under quasi-static cyclic loading
inferred← citeshttps://doi.org/10.1061/(asce)cc.1943-5614.0000945openalex-snapshot
Experimental Study on CFRP-to-Steel Bonded Interfaces under Quasi-Static Cyclic Loading
inferred← citeshttps://doi.org/10.1061/(asce)cc.1943-5614.0001073openalex-snapshot
Bond Behavior of CFRP-to-Steel Bonded Joints at Mild Temperatures: Experimental Study
inferred← citeshttps://doi.org/10.1061/(asce)cc.1943-5614.0001154openalex-snapshot
Numerical Modeling of Response of CFRP–Concrete Interfaces Subjected to Fatigue Loading
inferred← citeshttps://doi.org/10.1061/jccof2.cceng-4103openalex-snapshot
Evaluation of Existing FRP-to-Concrete Bond Strength Models Using Data Envelopment Analysis
inferred← citeshttps://doi.org/10.1061/jccof2.cceng-4383openalex-snapshot
Improving the Load-Carrying Capacity of FRP-to-Concrete Bonded Joints Using a Biaxial GFRP Interlayer
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Experimental investigation on the behaviour of FRP strengthened square hollow section steel members under monotonic and cyclic loading
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Additive Fabrication of Large-Scale Customizable Formwork Using Robotic Fiber-Reinforced Polymer Winding
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