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Space Averaging of Electric Field Accompanying Corrosion of Reinforcement and its Verification by Pseudo-Concrete

https://doi.org/10.2139/ssrn.4053276
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16/16 checkable references clean · checked 2026-07-23

Every reference with a DOI in the deposited reference list resolved to a known work in Crossref or DataCite at the dated check, and none carried a retraction, withdrawal, or removal notice.

13 without a DOI — not checked. A reference deposited without a DOI is never matched by title or guessed at; it stays outside the checked set, and this line discloses that.

The 16 checked references that resolve
resolves10.2208/jscejte.72.I_108
THE ESTIMATION OF IRON MEMBER CORRORSION IN A SHIELD TUNNEL AND THE DESIGN OF REINFORCEMENT
resolves10.1016/j.corsci.2011.11.002
Crack shape and rust distribution in corrosion-induced cracking concrete
resolves10.3151/jact.17.616
Space-Averaged Non-Local Analysis of Electric Potential for Polarization Reactions of Reinforcing Bars in Electrolytes
resolves10.1016/j.cemconcomp.2021.104181
Numerical simulation and experiment on the coupled effects of macro-cell corrosion and multi-ion equilibrium with pseudo structural concrete
resolves10.1061/JSDEAG.0005168
Physical Model for Steel Corrosion in Concrete Sea Structures—Theory
resolves10.1061/JSDEAG.0005169
Physical Model for Steel Corrosion in Concrete Sea Structures—Application
resolves10.1016/j.conbuildmat.2017.09.114
Numerical simulation and experimental investigation of the stray current corrosion of viaducts in the high-speed rail transit system
resolves10.3151/jact.1.91
Multi-scale Modeling of Concrete Performance
resolves10.3151/jact.12.91
Development and Verification of an Integrated Physicochemical and Geochemical Modelling Framework for Performance Assessment of Cement-Based Materials
resolves10.1061/(ASCE)MT.1943-5533.0000984
Multiscale Coupled-Hygromechanistic Approach to the Life-Cycle Performance Assessment of Structural Concrete
resolves10.3151/jact.18.272
Thermo-Mechanistic Multi-Scale Modeling of Structural Concrete at High Temperature
resolves10.1080/15732479.2019.1593466
Numerical investigation and design of reinforced concrete beams with non-uniform frost damage on the compression and tension sides
resolves10.1149/1.2428496
Electrochemical Polarization
resolves10.3151/jact.14.559
Establishment of Coupled Analysis of Interaction between Structural Deterioration and Reinforcement Corrosion by Salt Damage
resolves10.1016/j.conbuildmat.2010.09.014
Enhanced electro-chemical corrosion model for reinforced concrete under severe coupled action of chloride and temperature
resolves10.1201/9781482272161
Modelling of Concrete Performance
The 13 references without a DOI — listed, not checked
no DOI — not checkedThe estimation of iron member corrosion in a shield tunnel and the design of reinforcement
no DOI — not checkedRasheeduzzafar, Influence of corrosion and cracking on bond behavior and strength of reinforced concrete members
no DOI — not checkedCorrosion influence on bond between steel and concrete
no DOI — not checkedCorrosion effects on bond strength in reinforced concrete
no DOI — not checkedref11
no DOI — not checkedNumerical simulation of steel corrosion in chloride contaminated concrete
no DOI — not checkedref16
no DOI — not checkedMechanical properties of concrete with smeared cracking by alkali-silica reaction and freeze-thaw cycles
no DOI — not checkedModeling steel corrosion failure in reinforced concrete by cover crack width 3D FEM analysis
no DOI — not checkedref22
no DOI — not checkedref23
no DOI — not checkedref27
no DOI — not checkedref28
What this badge says. CiteStamped means the CHECKABLE references of this work were clean at the dated check: each resolved to a known work in a public registry, and none carried a retraction notice at that time. It says nothing about the quality, findings, or importance of the work itself, and nothing about references deposited without a DOI.

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