Keyphrases
Delayed Ettringite Formation
100%
Stainless Steel Strands
100%
Internal Curing
100%
Lightweight Aggregate
100%
Duplex Stainless Steel
100%
Duplex
83%
High-strength Stainless Steel
83%
Prestressed Concrete pile
75%
Mortar
69%
Curing Performance
64%
Acoustic Nonlinearity
62%
Formation Damage
50%
Prestressed Concrete Bridge
50%
Structural Performance
50%
Behavior Analysis
50%
Simulated Contamination
50%
Chloride Concentration
50%
Electrochemical Performance
50%
Steel Rebar Corrosion
50%
Surface Analysis
50%
Chloride
50%
Cement-based Materials
50%
Electrochemical Surface
50%
Moisture Transport
50%
Aggregate Efficiency
50%
Sulfide
50%
High Strength
50%
Transport Mechanism
50%
Transfer Length
50%
Development Length
50%
Flue Gas Desulfurization
50%
Bridge pile
50%
Fly Ash
50%
Safer Alternatives
50%
Corrosion-electrochemical Behavior
50%
Alkali-silica Reaction
50%
Water-binding
50%
Sand
50%
High Temperature Curing
42%
Prestressing Strand
37%
Sulfate Ion
37%
Alkali Cations
37%
Stainless Steel Grades
25%
Wire Reinforcement
25%
Localized Corrosion
25%
Sulfate Content
25%
High Chloride
25%
High Precipitation
25%
Steel Corrosion
25%
Simulated Pore Solution
25%
Electrochemical Impedance Spectroscopy
25%
Carbon Steel Surface
25%
Carbon Steel
25%
Corrosion Reaction
25%
Corroded Reinforced Concrete
25%
Protective Layer
25%
Linear Scan Voltammetry
25%
Sulfate Concentration
25%
Chloride-induced Corrosion
25%
X-ray Photoelectron Spectroscopy
25%
Field Emission Scanning Electron Microscopy (FE-SEM)
25%
Calcium Carbonate Precipitation
25%
Autogenous Shrinkage
25%
Corrosion Protective
25%
Calcium Carbonate Deposit
25%
Steel Surface
25%
Chloride Content
25%
Calcium Carbonate Crystal
25%
Cation Type
25%
NMR Relaxometry
25%
Na +
25%
Alkali
25%
Water Release
23%
Damage Level
22%
Compressive Strength
21%
Nonlinear Acoustics
20%
Nonlinear Parameter
20%
Hannebachite
20%
Sulfur Oxides
20%
AASHTO LRFD
16%
ACI 318
16%
Pore Water
15%
Water Uptake
15%
Internal Structure
14%
Shrinkage Reducing Admixture
14%
Confinement Reinforcement
12%
Construction Procedure
12%
Flexure
12%
Austenitic Stainless Steel 304
12%
Austenitic Stainless Steel
12%
100-year Service Life
12%
Design Requirements
12%
Prestress Loss
12%
Long pile
12%
Marine Environment
12%
Design Specification
12%
Transverse Confinement
12%
Shear Reinforcement
12%
Pile Driving
12%
Agglomerates
12%
Engineering
Delayed Ettringite Formation
100%
Internal Curing
100%
Lightweight Aggregate
100%
Nonlinearity
75%
Electrochemical Corrosion
50%
Steel Surface
50%
Carbon Steel
50%
Rebar Corrosion
50%
Strand
50%
Duplex Stainless Steel
50%
Development Length
50%
Prestressed Concrete Pile
50%
Transfer Length
50%
Flue Gas Desulfurisation
50%
Formation Damage
50%
Transport Mechanism
50%
Moisture Transport
50%
Steel Rebar
50%
Cement-Based Material
50%
Microscale
34%
Stainless Steel
33%
Steel Corrosion
25%
Chloride Concentration
25%
Chloride Content
25%
Corrosion Reaction
25%
Ray Photoelectron Spectroscopy
25%
Localized Corrosion
25%
Simulated Pore Solution
25%
Field-Emission Scanning Electron Microscopy
25%
Protective Layer
25%
Induced Corrosion
25%
Pore Solution
25%
Cement Composition
25%
Early Phase
25%
Thermal Deformation
25%
Control Sample
25%
Concrete Construction
25%
Young's Modulus
25%
Reinforced Concrete
25%
Autogenous Shrinkage
25%
Compressive Strength
25%
Microcracking
25%
Internals
16%
Requirement Specification
16%
Porosity
16%
Supplementary Cementitious Material
16%
Internal Structure
12%
Reducing Admixture
12%
Degradation Mechanism
10%
Acoustic Resonance
10%
Damage Level
10%
High-Performance Concrete
8%
Experimental Determination
8%
Increasing Demand
8%
Durables
8%
Performance Bond
8%
Age Cracking
8%
Service Life
8%
Pozzolanic Reactivity
8%
X-Ray Diffraction Analysis
8%
Sulfate Attack
8%
Concrete Production
8%
Fired Power Plant
8%
Performance Criterion
8%
Aggregate Impact
6%
Structure Size
6%
Capillary Action
6%
Pure Water
6%
Material Science
Mechanical Strength
100%
Prestressed Concrete
100%
Duplex Stainless Steel
100%
Stainless Steel
89%
Compressive Strength
58%
Flue Gas
50%
Silicon Dioxide
50%
Cement Hydration
50%
Particle Size Analysis
50%
Pore Size
50%
Feldspar
50%
Elastic Moduli
50%
Microcracking
50%
Alkali Silica Reaction
50%
Surface Analysis
50%
Electrochemical Corrosion
50%
Steel Rebar
50%
Corrosion
50%
Oxide Compound
33%
High Performance Concrete
25%
Pore Structure
25%
Austenitic Stainless Steels
25%
Nuclear Magnetic Resonance
25%
Carbon Steel
20%
Cementitious Material
16%
Shear Strength
12%
Portland Cement
12%
Reinforced Concrete
10%
Voltammetry
10%
Field Emission Scanning Electron Microscopy
10%
Dielectric Spectroscopy
10%
X-Ray Photoelectron Spectroscopy
10%
Thermogravimetric Analysis
8%
Calorimetry
8%
X-Ray Diffraction
8%