Keyphrases
Reinforced
100%
Corrosion
100%
Ultra-high Performance Concrete
100%
Concrete Member
100%
Multiphysics numerical Simulation
100%
Corrosion Performance
30%
Load Capacity
20%
Concrete Specimen
20%
Oxygen Supply
20%
Initial Stiffness
20%
Computationally Efficient
10%
Finite Element Model
10%
Material Properties
10%
Mechanical Loading
10%
Reinforced Concrete
10%
Transport Properties
10%
Harmful Material
10%
Simulation Techniques
10%
Coupling Effect
10%
Process-based
10%
Concrete Infrastructure
10%
Chloride Penetration
10%
Numerical Simulation Results
10%
Oxygen Effect
10%
Damage Area
10%
Corrosion Rate
10%
Ingress
10%
Material Transport
10%
Reinforced Concrete Members
10%
Capacity Loss
10%
Service Load
10%
Cement Matrix
10%
Stiffness Reduction
10%
Oxygen Incorporation
10%
Numerical Framework
10%
Traditional Concrete
10%
Concrete Beams
10%
Durability Characteristics
10%
Concrete Damage
10%
Service Loading Conditions
10%
Time-dependent Processes
10%
Supply Level
10%
Service Life Performance
10%
Concrete Surface
10%
Yield Load
10%
Durability Improvement
10%
Mechano-electrochemical Interaction
10%
Penetration Parameter
10%
Chloride Attack
10%
Deterioration Mechanism
10%
Section Loss
10%
Stiffness Damage
10%
Cracking Condition
10%
Multiphysics Simulation
10%
Dense Materials
10%
Deterioration Process
10%
Superior Durability
10%
Durability Performance
10%
Environmental Conditioning
10%
Rust Expansion
10%
Engineering
Computer Simulation
100%
Concrete Member
100%
Ultra-High-Performance Concrete
100%
Cross Section
20%
Simulation Result
20%
Reinforced Concrete
20%
Load Capacity
20%
Concrete Specimen
20%
Initial Stiffness
20%
Mechanical Loading
10%
Mechanical Coupling
10%
Loading Condition
10%
Constrains
10%
Finite Element Modeling
10%
Observables
10%
Concrete Infrastructure
10%
Service Life
10%
Experimental Trend
10%
Damage Area
10%
Corrosion Rate
10%
Coupling Effect
10%
Service Load
10%
Cementitious Matrix
10%
Stiffness Reduction
10%
Dependent Process
10%
Concrete Beam
10%
Induced Cracking
10%
Deterioration Mechanism
10%
Concrete Surface
10%