Engineering
Chloride Penetration
100%
Shrinkage-Compensating Cement
94%
Cement Concrete
77%
Joints (Structural Components)
66%
Crack Initiation Life
66%
Notched Plate
66%
Expansive Agent
50%
Infrastructure
44%
Compression Zone
41%
Full Scale
38%
Cyclic Loads
36%
Strength Concrete
33%
Joint Design
33%
Autogenous Shrinkage
33%
Cenospheres
33%
Performance Concrete
33%
Flexural Behavior
33%
Cracking Behavior
33%
Strengthening Effect
33%
Beams and Girders
33%
Capacity Performance
33%
Combined Effect
33%
Concrete Beam
33%
Tasks
33%
Conventional Concrete
33%
Activated Slag
33%
Engineered Geopolymer Composites
33%
Resistant Steel
33%
Bending Moment
33%
Fatigue Life Prediction
33%
Fatigue Life Calculation
33%
Bridge Structure
33%
Ultra-High-Performance Concrete
27%
Calcium Sulphoaluminate
27%
Aggressive Agent
27%
Service Life
27%
Crack Propagation Life
26%
Internal Curing
25%
Drying Shrinkage
25%
Reinforced Concrete Beam
22%
Diffusion Coefficient
22%
Slag Concrete
22%
Computer Simulation
22%
Compressive Strength
20%
Adhesion Coefficient
16%
Spalled Concrete
16%
Concrete Crushing
16%
Microstructure
16%
Glass Fibre-Reinforced Concrete
16%
Electrical Conductivity
16%
Keyphrases
Notched Plate
66%
Fatigue Crack Propagation Life
53%
Fatigue Crack Initiation Life
53%
Chloride Diffusion
38%
Mechanical Properties
38%
Compression Zone
36%
Dry-wet Cycles
33%
Concrete Beams
33%
Reinforcing Bar
33%
Abutment Connection
33%
Integral Abutment
33%
Compression Yielding
33%
Corrosion-resistant Steel
33%
Performance Capacity
33%
Structural Fatigue
33%
Wire Rope
33%
Shear Strengthening
33%
Superabsorbent Polymer
33%
Alkali-activated Paste
33%
Patch Material
33%
Conventional Concrete
33%
Bonding Characteristics
33%
Limestone Powder
33%
Tension Zone
33%
Box Beam Bridge
33%
Lightweight Engineered Geopolymer Composites
33%
Fly Ash Cenosphere
33%
Joint Reinforcement
33%
Innovative Joints
33%
Chloride Penetration
33%
Cracking Behavior
33%
Expansive Agent
33%
Bending Moment
33%
Flexural Behavior
33%
Cement Type
33%
Shrinkage-compensating Cement
33%
Box Beam
33%
Fatigue Life Estimation
33%
Early-age Performance
33%
Bridge Joint
33%
Welded Cruciform Joint
33%
Longitudinal Bridge
33%
High-cycle Fatigue Life
33%
Reinforced
33%
Bridge Structure
33%
Crack Growth Approach
26%
Slag Concrete
22%
Girder
22%
Reinforced Concrete Beam
22%
Engineered Geopolymer Composites
22%
