All Stories

  1. Beyond the chloride threshold concept for predicting corrosion of steel in concrete
  2. Laser powder bed fusion and post processing of alloy 22
  3. M&S highlight: Mangat and Molloy (1994), Prediction of long term chloride concentration in concrete
  4. Solubility and speciation of iron in cementitious systems
  5. CALTRANS: Impact of the Use of Portland-Limestone Cement on Concrete Performance as Plain or Reinforced Material
  6. Microstructural basis for improved corrosion resistance of laser surface processed AZ31 Mg alloy
  7. Predicting pore volume, compressive strength, pore connectivity, and formation factor in cementitious pastes containing fly ash
  8. Passivation and Chloride-Induced Depassivation of Additively Manufactured Duplex Stainless Steel Clads in Simulated Concrete Pore Solution
  9. Bulk Diffusion of Cl through O Vacancies in α-Cr2O3: A Density Functional Theory Study
  10. The effect of annealing on the selective laser melting of 2205 duplex stainless steel: Microstructure, grain orientation, and manufacturing challenges
  11. Comparison of thresholding techniques for quantifying portland cement hydrates using synchrotron microtomography
  12. Using glass content to determine the reactivity of fly ash for thermodynamic calculations
  13. Effects of heat treatment and applied stresses on the corrosion performance of additively manufactured super duplex stainless steel clads
  14. Effect of Build Orientation and Annealing on Corrosion Resistance of Additively Manufactured Duplex Stainless Steel in 3.5% NaCl
  15. Non-Equilibrium Thermodynamic Modeling Framework for Ordinary Portland Cement/Supplementary Cementitious Material Systems
  16. Estimating reaction kinetics of cementitious pastes containing fly ash
  17. Thermodynamic feasibility of the four-stage chloride-induced depassivation mechanism of iron
  18. Metallurgical and Electrochemical Properties of Super Duplex Stainless Steel Clads on Low Carbon Steel Substrate produced with Laser Powder Bed Fusion
  19. Density Functional Theory Study of the Initial Stages of Cl-Induced Degradation of α-Cr2O3 Passive Film
  20. Comparison of Chemical and Biogenic Acid Attack on Concrete
  21. Correction to: A nearly self-sufficient framework for modelling reactive-transport processes in concrete
  22. An accelerated testing protocol for assessing microbially induced concrete deterioration during the bacterial attachment phase
  23. Production of corrosion-resistant 316L stainless steel clads on carbon steel using powder bed fusion-selective laser melting
  24. Toward the prediction of pore volumes and freeze-thaw performance of concrete using thermodynamic modelling
  25. Extension of Powers-Brownyard Model to Pastes Containing Supplementary Cementitious Materials
  26. Evaluating the efficacy of antimicrobial additives against biogenic acidification in simulated wastewater exposure solutions
  27. Mitigating steel corrosion in reinforced concrete using functional coatings, corrosion inhibitors, and atomistic simulations
  28. Investigation of iron passivity in highly alkaline media using reactive-force field molecular dynamics
  29. The effect of the steel–concrete interface on chloride-induced corrosion initiation in concrete: a critical review by RILEM TC 262-SCI
  30. Recommended practice for reporting experimental data produced from studies on corrosion of steel in cementitious systems
  31. Investigation of the Reactivity of Fly Ash and Its Effect on Mixture Properties
  32. The effect of surface vacancies on the interactions of Cl with a α-Fe2O3 (0001) surface and the role of Cl in depassivation
  33. Quantifying Oxide Layer Growth at Low Pressures and Temperatures for Aluminum Alloy 6061
  34. Investigation of chloride-induced depassivation of iron in alkaline media by reactive force field molecular dynamics
  35. Investigation of Corrosion Inhibitor Persistency Using Electrochemical Quartz Crystal Nanobalance
  36. Relating the Formation Factor and Chloride Binding Parameters to the Apparent Chloride Diffusion Coefficient of Concrete
  37. Use of iodine for improving phase quantification using x-ray tomography
  38. A nearly self-sufficient framework for modelling reactive-transport processes in concrete
  39. Relating Formation Factor to Water Absorption in Concrete
  40. Development of empirical models for chloride binding in cementitious systems containing admixed chlorides
  41. Role of Supplementary Cementitious Material Type in the Mitigation of Calcium Oxychloride Formation in Cementitious Pastes
  42. Thermodynamic Investigation of Allowable Admixtured Chloride Limits in Concrete
  43. Formation factor of fresh cementitious pastes
  44. A critical examination of corrosion rate measurement techniques applied to reinforcing steel in concrete
  45. Prediction of Chloride Ingress in Saturated Concrete Using Formation Factor and Chloride Binding Isotherm
  46. Pozzolanicity of finely ground lightweight aggregates
  47. Atomistic simulation of initial stages of iron corrosion in pure water using reactive molecular dynamics
  48. Quantification of synthesized hydration products using synchrotron microtomography and spectral analysis
  49. Mitigation of Calcium Oxychloride Formation in Cement Pastes Using Undensified Silica Fume
  50. Synergistic effects of ASR and fly ash on the corrosion characteristics of RC systems
  51. Influence of Alkali-Silica Reaction Reactivity on Corrosion in Reinforced Concrete
  52. Using rapid electrical test methods to specify durable concrete
  53. Investigation of Corrosion Resistance for Annealed and Hardened Stainless Steels
  54. The steel–concrete interface
  55. Interpreting the Pore Structure of Hydrating Cement Phases Through a Synergistic Use of the Powers-Brownyard Model, Hydration Kinetics, and Thermodynamic Calculations
  56. Use of Fly Ash to Minimize Deicing Salt Damage in Concrete Pavements
  57. Density functional theory study on the effect of OH and Cl adsorption on the surface structure of α-Fe 2 O 3
  58. A COMSOL–GEMS interface for modeling coupled reactive-transport geochemical processes
  59. The effect of simulated concrete pore solution composition and chlorides on the electronic properties of passive films on carbon steel rebar
  60. Effectiveness of E. coli Biofilm on Mortar to Inhibit Biodegradation by Biogenic Acidification
  61. Investigation of Mott–Schottky Analysis Test Parameters to Study the Semiconductive Properties of Passive Films of Carbon Steel in Highly Alkaline Environments
  62. Cracking susceptibility of concrete made with coarse recycled concrete aggregates
  63. Modeling corrosion of steel in concrete
  64. Numerical Investigation of the Role of Mill Scale Crevices on the Corrosion Initiation of Carbon Steel Reinforcement in Concrete
  65. Numerical Study on the Effect of Cracking on Surface Resistivity of Plain and Reinforced Concrete Elements
  66. Kinetics of Passivation and Chloride-Induced Depassivation of Iron in Simulated Concrete Pore Solutions Using Electrochemical Quartz Crystal Nanobalance
  67. Modeling Electronic Properties of the Passive Films on Carbon Steel in Simulated Concrete Pore Solutions
  68. Numerical investigation of the role of embedded reinforcement mesh on electrical resistivity measurements of concrete using the Wenner probe technique
  69. Resistance of biofilm-covered mortars to microbiologically influenced deterioration simulated by sulfuric acid exposure
  70. Evaluation of E. coli biofilm as a protective barrier against microbiologically influenced deterioration of concrete (MICD) under mesophilic temperatures
  71. Characterization of atomic structure of oxide films on carbon steel in simulated concrete pore solutions using EELS
  72. Heat budget for a waste lift placed under freezing conditions at a landfill operated in a northern climate
  73. Nano-scale study of passive films and chloride-induced depassivation of carbon steel rebar in simulated concrete pore solutions using FIB/TEM
  74. Simulating waste temperatures in an operating landfill in Québec, Canada
  75. Fire Performance of Corrosion-Damaged Reinforced Concrete Beams
  76. Growth and characterization of Escherichia coli DH5α biofilm on concrete surfaces as a protective layer against microbiologically influenced concrete deterioration (MICD)
  77. Angle-resolved XPS study of carbon steel passivity and chloride-induced depassivation in simulated concrete pore solution
  78. Bond performance of deformed steel bars in concrete produced with coarse recycled concrete aggregate
  79. Creep and drying shrinkage characteristics of concrete produced with coarse recycled concrete aggregate
  80. Evaluation of biofilm performance as a protective barrier against biocorrosion using an enzyme electrode
  81. Model-Assisted Non-destructive Monitoring of Reinforcement Corrosion in Concrete Structures
  82. Shear Strength of Fiber-Reinforced Polymer Reinforced Concrete Beams Subject to Unsymmetric Loading
  83. Microscopic investigation of mill scale and its proposed effect on the variability of chloride-induced depassivation of carbon steel rebar
  84. Shear capacity evaluation of steel reinforced recycled concrete (RRC) beams
  85. XPS depth profiling study on the passive oxide film of carbon steel in saturated calcium hydroxide solution and the effect of chloride on the film properties
  86. Grid Types Used to Strengthen Reinforced Concrete Panels Subjected to Impact Loading
  87. Discussion on paper publishedMagazine of Concrete Research, 2009,61, No. 7, 477−490. Shear strength of reinforced recycled concrete beams without stirrups. G. Fathifazl, A. G. Razaqpur, O. B. Isgor, A. Abbas, B. Fournier and S. Foo
  88. Shear strength of reinforced recycled concrete beams with stirrups
  89. Electrochemical investigation of chloride-induced depassivation of black steel rebar under simulated service conditions
  90. Modeling the kinetics of corrosion in concrete patch repairs and identification of governing parameters
  91. Improving the Safety of Transportation of Dangerous Goods
  92. New Mixture Proportioning Method for Concrete Made with Coarse Recycled Concrete Aggregate
  93. Durability of recycled aggregate concrete designed with equivalent mortar volume method
  94. Quantitative Interpretation of Half-Cell Potential Measurements in Concrete Structures
  95. Shear strength of reinforced recycled concrete beams without stirrups
  96. Shear strength of reinforced recycled concrete beams without stirrups
  97. Quantification of the residual mortar content in recycled concrete aggregates by image analysis
  98. Numerical and experimental investigations for safer transportation of dangerous goods
  99. Modeling of biological clogging in unsaturated porous media
  100. The effect of temperature on the corrosion of steel in concrete. Part 1: Simulated polarization resistance tests and model development
  101. The effect of temperature on the corrosion of steel in concrete. Part 2: Model verification and parametric study
  102. The effect of concrete pore solution composition on the quality of passive oxide films on black steel reinforcement
  103. Predicting the thermal response of gypsum board subjected to a constant heat flux
  104. Proposed Method for Determining the Residual Mortar Content of Recycled Concrete Aggregates
  105. Experimental verification and application of a practical corrosion model for uniformly depassivated steel in concrete
  106. Effects of Tafel slope, exchange current density and electrode potential on the corrosion of steel in concrete
  107. Virtual Experiments to Investigate Steel Corrosion in Concrete
  108. A practical method for calculating the corrosion rate of uniformly depassivated reinforcing bars in concrete
  109. Advanced modelling of concrete deterioration due to reinforcement corrosion
  110. Environmental Benefits of Green Concrete
  111. Concrete Contribution to the Shear Resistance of Fiber Reinforced Polymer Reinforced Concrete Members
  112. Finite element modeling of coupled heat transfer, moisture transport and carbonation processes in concrete structures