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Modeling Steel Corrosion Failure in Reinforced Concrete by Cover Crack Width 3D FEM Analysis

https://doi.org/10.3389/fmats.2020.00041
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25/25 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.

7 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 25 checked references that resolve
resolves10.1007/bf02472805
Cover cracking as a function of bar corrosion: Part I-Experimental test
resolves10.1016/s0010-938x(00)00082-2
A study on the stability of AISI 316L stainless steel pitting corrosion through its transfer function
resolves10.1016/0958-9465(95)00043-7
Deterioration of concrete due to reinforcement steel corrosion
resolves10.1016/j.engfracmech.2014.12.011
Finite element modeling of concrete cover cracking due to non-uniform steel corrosion
resolves10.1016/j.conbuildmat.2010.11.074
Prediction of corrosion-induced cover cracking in reinforced concrete structures
resolves10.1016/j.corsci.2004.05.007
Morphological analysis and classification of types of surface corrosion damage by digital image processing
resolves10.1016/j.engstruct.2013.04.005
Finite element analysis of cracking and delamination of concrete beam due to steel corrosion
resolves10.1016/j.corsci.2004.01.006
A study of steel rebars embedded in concrete during 65 years
resolves10.1149/2.019408jes
Corrosion of Steel Embedded in Fly Ash Mortar Using a Transmission Line Model
resolves10.5006/1.3278430
<b> <i>2007 F.N. Speller Award Lecture:</i> </b> Prediction of Reinforced Concrete Structure Durability by Electrochemical Techniques
resolves10.1016/j.conbuildmat.2017.08.082
Modelling of concrete cover cracking due to non-uniform corrosion of reinforcing steel
resolves10.1016/s0008-8846(98)00259-2
Modeling the Dynamic Corrosion Process in Chloride Contaminated Concrete Structures
resolves10.1061/(asce)cp.1943-5487.0000446
Concrete Crack Assessment Using Digital Image Processing and 3D Scene Reconstruction
resolves10.1016/j.conbuildmat.2015.01.008
Evaluation of mechanical and structural behavior of austenitic and duplex stainless steel reinforcements
resolves10.1016/j.corsci.2014.01.023
Non-uniform time-to-corrosion initiation in steel reinforced concrete under chloride environment
resolves10.1007/s10704-012-9774-3
Modeling damage in concrete caused by corrosion of reinforcement: coupled 3D FE model
resolves10.1016/j.cemconcomp.2013.10.014
Modeling pull-out resistance of corroded reinforcement in concrete: Coupled three-dimensional finite element model
resolves10.1061/(asce)em.1943-7889.0000232
Finite-Element Analysis of Chemical Transport and Reinforcement Corrosion-Induced Cracking in Variably Saturated Heterogeneous Concrete
resolves10.1061/(asce)0733-9399(2001)127:4(342)
Modeling Cover-Cracking due to Reinforcement Corrosion in RC Structures
resolves10.1016/j.cemconres.2005.11.004
Corrosion damage diagnosis of a reinforced concrete beam after 40 years natural exposure in marine environment
resolves10.1108/acmm-11-2015-1602
A simple thermodynamic model on the cracking of concrete due to rust formed after casting
resolves10.1016/j.cemconres.2011.11.001
Prediction of corrosion initiation in reinforced concrete members subjected to environmental stressors: A finite‐element framework
resolves10.1016/s0958-9465(00)00040-8
Theoretical analysis of the measurement of polarisation resistance in reinforced concrete
resolves10.1016/s0008-8846(03)00246-1
Analyzing crack width to predict corrosion in reinforced concrete
resolves10.1061/(ASCE)ST.1943-541X.0002108
Numerical Modeling of Nonuniform Corrosion-Induced Concrete Crack Width
The 7 references without a DOI — listed, not checked
no DOI — not checkedB1
no DOI — not checkedQuantitative measurement of the corrosion rate using a small counter electrode in the boundary of passive and corroded zones of a long concrete beam
no DOI — not checkedFinite element modelling to predict reinforced concrete corrosion-induced cracking.
no DOI — not checkedService life prediction for 50-year-old buildings in marine environments.
no DOI — not checkedB28
no DOI — not checkedConcrete cracking by localized steel corrosion – geometric effects.
no DOI — not checkedB30
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